Specifi cation and Design Guide
Rawlplug LtdSkibo Drive
Thornliebank Industrial Estate
Glasgow G46 8JR, UK
Sales Tel: +44 (0) 141 638 2255
Sales Fax: +44 (0) 141 273 2333
Export Sales Fax: +44 (0) 141 273 2336
Technical Tel: +44 (0) 1530 812857
Technical Fax: +44 (0) 1530 812862
Email: [email protected] or [email protected]
Rawlplug Ireland LtdUnit 14, Park West Industrial
Dublin 12, Ireland
Tel: +353 (0) 1 629 8479
Fax: +353 (0) 1 623 7053
Rawl France SarlZI Mitry-Compans
BP 536
12-14 Rue Marc Seguin
77295 Mitry-Mory cedex, France
Tel: +33 1 60 21 50 20
Fax: +33 1 64 67 19 84
e-mail: [email protected]
Rawl Scandinavia ABLysingsvägen 18
593 53 Västervik, Sweden
Tel: +46 (0) 490 30660
Fax: +46 (0) 490 30670
Koelner-Rawlplug Middle East FZEP.O. Box 261024
Jebel Ali Free Zone
Dubai
United Arab Emirates
Tel: + 971 4 8839501
Fax: + 971 4 8839502
e-mail: [email protected]
Website: www.rawlplug.com
® Rawl and Rawlplug are registered trade marks of RAWLPLUG Ltd.
Cl/SfB Xt6
August 2007
2 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
The Technical Department off ers a variety of
services to specifi ers, distributors and users of
Rawl Fixings products.
Technical Advice
Fixing specialists will off er immediate advice and
recommendations over the telephone.
Field EngineersAre available to off er fi xing advice at your offi ce or on site.
Site TestingRawl Fixings engineers will conduct site testing to ensure
the appropriate fi xing is specifi ed and used. A detailed
report is provided with recommendations.
Technical (CPD) SeminarsWe will be pleased to provide technical seminars to ensure
personnel involved in the specifi cation and selection of
structural anchors are up-to-date with developments and
standards.
If you are interested in holding one of our seminars, or if you
would simply like details of seminar options or content
please contact us
By phone - 01530 812857
By fax on - 01530 812862
By e-mail – [email protected]
Contractor TrainingRawl Fixings engineers will be pleased to carry out practical
training for contractors to ensure anchors are installed
correctly.
Technical Calculation Software
l An innovative calculation CD ROM from Rawl Fixings.
l Allows calculations and product selections to be made
in concrete.
l Includes both mechanical and chemical anchor
solutions.
l For your free CD, please e-mail Rawl Fixings
To ensure that we continue to meet the future requirements of the industry, Rawlplug
has a policy of continuous product development supported by extensive design and
test centre facilities. Rawlplug therefore reserves the right to modify product designs
without prior notice. Rawlplug also reserves the right to modify information contained
within this guide without notifying existing holders of the document. While this
document gives guidance relating to the use and nature of the products and
variety of applications, the ultimate responsibility for correct selection of a product for
a specifi c application must lie with the customer. Rawlplug recommendations are
made in good faith but do not constitute a guarantee.
3Technical Advisory Service e-mail: [email protected] OR [email protected]
INTR
OD
UC
TIO
N
Company Profi le 4
Rawl Approvals 6
Technical Information 8
Rawl Calculation 10
Product Selector 12
HIG
H P
ERFO
RMA
NC
EM
ETA
L A
NC
HO
RS
SafetyPlus Loosebolt 14
SafetyPlus Bolt Projecting 16
SafetyPlus Limited Embedment 18
SafetyPlus Countersunk 20
Socket Anchor 22
R-HPT Throughbolt 24
R-SPT Throughbolt 26
Brass Anchor 29
Wedge Anchor 30
Lipped Wedge Anchor 32
Rawlbolt Loose Bolt 34
Rawlbolt Bolt Projecting 36
Rawlbolt Eyebolt 38
Rawlbolt Hookbolt 39
Rawlok Bolt Projecting 40
Rawlok Loosebolt Incl St Stl and C/Sk 42
RAWL R-EXP Anchor 44
Concrete Frame Screws 45
HIG
H P
ERFO
RMA
NC
E BO
ND
ED A
NC
HO
RS
R-CAS Capsule 46
R-HAC Capsule 48
CFS RV200 50
CFS RM50 52
CFS RP30 54
R-KEX 56
R-KEA 58
R-KEM+ 60
R-KF2 / R-KSF 62
Bonded Anchor Accessories 64/66
Threaded Rod / Nuts / Washers 66/68
Insulation Fixings 68
MA
SON
RY
DRI
LLS
SDS Plus Masonry Drills 70
Impactor Masonry Drills 71
Blue Flash Masonry Drills 72
4 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
HeritageFor 88 years, the Rawlplug brand
has been synonymous with
innovation, reliability and safety in
the development and manufacture
of construction anchors and ancillary
products.
In 1919, John J. Rawlings, a London builder, developed and
patented the first ever specialist wall fixing. His revolutionary Fibre
Plug was the product from which the modern range of Rawlplug
fixings was to develop.
The company expanded dramatically and today it is one of the
world’s leading fixing manufacturers with distribution on every
continent.
Innovation remains at the heart of Rawlplug’s success, including
significant developments of torque controlled anchors and bonded
anchor systems for safety critical applications.
High Quality ManufacturingRawlplug and Rawl Fixings products are manufactured using some
of the most advanced production facilities in the industry. Rawlplug
and Rawl Fixings anchors are renowned for their consistent high
quality and performance.
The company’s quality system is approved to BS EN ISO 9001: 2000
for design and manufacture.
The company also places great emphasis on providing a safe
working environment for its employees.
Link - up ®
Product ApprovalThe proven quality and performance of Rawlplug and Rawl Fixings
anchors is demonstrated by the numerous independent approvals that
Rawlplug and Rawl Fixings products carry. In fact, in 1999, Rawlplug
became the first UK manufacturer to obtain European approvals (ETA)
for the R-HPT and R-SPT throughbolt range.
Other international approvals include:
COMPANY PROFILE
5Technical Advisory Service e-mail: [email protected] OR [email protected]
Technical Support ServiceRawlplug’s Technical Advisory Service offers free advice on the
correct selection and installation of anchors to distributors,
specifiers and users around the world. Staffed by qualified engineers
with many years of experience, the technical support service
provides:
24 hour access: available by phone, fax and internet
Advice on anchor design and selection
Advice on usage & application, including contractor training
Recommendations on fixing solutions
On site testing (mainly UK)
Technical seminars
Distributor training
This service is supported by field engineers available to visit design
offices and contractors at short notice.
Technical literature, and a CD-Rom design disc is available to
users, specifiers and distributors. Full up-to-date information on all
Rawlplug activities is available on the Rawlplug website
www.rawlplug.co.uk.
In addition, Rawlplug distributors are serviced by dedicated and
experienced customer support teams. Each team can provide
distributors and users with advice on:
Product availability
Pricing and order placement
Order and despatch status
Literature
Quotations
Product samples
Worldwide Distribution NetworkFast, reliable availability of Rawlplug and Rawl Fixings products is
guaranteed thanks to our extensive international network.
Rawlplug has subsidiaries in Scandinavia, Ireland, France & UAE.
Area sales managers cover all areas of the UK, Europe and the
Middle East providing distributor support, site training and advice.
Product Development &
Testing Facilities Achievement and maintenance of the numerous approvals is largely
due to the extensive technical facility at Rawlplug’s modern testing
centre in Glasgow. Equipped with 3D solid modelling technology,
finite element analysis systems and the latest testing equipment,
Rawlplug’s testing capability is amongst the best in the world.
COMPANY PROFILE
6 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
BackgroundOctober 1997 marked the first significant step in the development, selection
and use of structural and safety critical anchor bolts. The European
Commission adopted the first ever European Technical Approval Guideline
(ETAG) for any construction product.
ETAG 001, Parts 1 and 3 “Metal Anchors for use in Concrete”
These parts of the ETAG cover torque controlled anchors such as Rawl R-HPT
and Rawl R-SPT Throughbolts. Adoption of the ETAG 001 marked the first
stage of harmonisation of product approval systems throughout Europe.
This harmonisation has been sought after by manufacturers, specifiers and
end users for many years, allowing products to be compared on a like for like
basis and the free passage of products within Europe.
ETAG 001, Part 4 “Metal Anchors for use in Concrete”
Adopted in December 1998, it covers deformation controlled anchors such as
the Rawl Wedge Anchor (more commonly known as “drop-in” anchor).
ScopeETAG 001 covers all structural and safety relevant applications where there
is risk to human life or considerable economic consequence. It is extremely
difficult to clearly identify the applications where approved products should
be selected or which are covered by the scope of the ETAG.
Testing and AssessmentEuropean Technical Approvals (ETA’s) can only be awarded after satisfying the
demanding requirements of the comprehensive test programme described
within ETAG 001, “Metal Anchors for use in Concrete”.
Suitability tests determine the functionality of the anchor under the most
likely and extreme deviations from installation and service conditions. This
would include: variations in concrete strengths, tolerances of hole diameter,
deviations in installation torques, repeated and sustained loads, cracked
concrete and the subsequent movement of such cracks.
Admissible Service Condition tests are used to establish characteristic loads
(i.e. tensile, shear and combined), and all edge spacing distances when
installed in accordance with the manufacturers instructions.
Stringent assessment criteria are also applied to all tests. Load/displacement
graphs must show positive gradients with no sign of slipping of the anchor.
The mean ultimate load in all suitability tests must attain a given percentage
of the reference values obtained in the Admissible Service Condition tests and
all test results must have limited scatter.
The net effect of the new comprehensive range of tests and stringent
assessment criteria will reduce current load performances and increase the
edge distances and spacings for all products, in comparison with current
published and accepted performance.
ManufacturingThe manufacturer must also satisfy and demonstrate to an independent
control body that they have effective control of the manufacturing
specifications and processes for the approved product. This control is product
specific and is far more complex and detailed than the general BS EN ISO
9001:2000 specification. This ensures the highest quality is maintained for
these safety critical products, a policy which Rawlplug has always upheld.
CE MarkingTo affix CE marking to an anchor, it must have two important documents:
1) A European Technical Approval (ETA) in accordance with the ETAG 001
“Metal Anchors for use in Concrete”.
2) A certificate of attestation from an independent control body.
Only then can an anchor possess CE marking.
RAWL APPROVALS
7Technical Advisory Service e-mail: [email protected] OR [email protected]
BenefitsETAG approved and CE marked products will enable specifiers, distributors,
contractors and end users to have the utmost confidence in specifying, selling
and installing these products, where safety and reliability are paramount and
where performance and quality can be assured.
Rawl FixingsRawlplug and Rawl Fixings have continued to develop their range of products
to meet these requirements to ensure their customers can satisfy current and
future market needs with new, improved anchors with increased safety.
Rawl Fixings has been awarded ETA approvals and CE marking for the new
range of Rawl R-HPT and Rawl R-SPT Throughbolts i.e. ETA’s 98/0003 and
05/0078 and certificates of attestation 0836-CPD-004 and 0836-CPD-003.
Rawlplug and Rawl Fixings were the first UK manufacturer of any construction
products to be awarded an ETA and CE marking.
This ensures that customers are supplied with world class products of the
highest quality and technical performance which can be independently
certified.
FutureThis new approach to approvals has led to unknown territory where there is
generally low awareness of the detail and on the impact it will have on the
use of these products. This particularly applies to the definition and the scope
of cracked concrete, structural and safety critical applications. To complicate
matters further each member state within the EC has still to prescribe a
transition period for their market place, whereby existing national approval
systems will run their course and eventually be superceded by the new
approach to ETA’s. This is likely to be a protracted and diverse procedure.
During this transition period national approvals will still be accepted,
although the performance data has been based on different testing and
assessment criteria. Direct comparison of performance data between approval
systems cannot be made. Therefore products which are currently used in the
market place can still be used during this transition period. This situation is
complex and confusing, but during this stage customers can rely on Rawlplug
and Rawl Fixings to provide guidance on selection and supply of approved
products to meet their requirements.
Rawlplug and Rawl Fixings continue to be represented on the working groups
which compile future guidelines and building regulations, thus ensuring that
their customers are kept up-to-date with current developments and that their
requirements are continuously considered.
Rawlplug Ltd. is proud to be a member of the Construction Fixings Association
(CFA) which represents major fixings suppliers within the UK
and whose aims are summarised in the phrase:
Ensuring Best Fixings Practice
The Association achieves this by:
e Publishing a series of free Guidance Notes*
e Contributing to the development of European Guidelines for
Technical Approval of anchors
e Being directly involved in the development of European and
British Standards
e Working with other influential bodies such as CIRIA and BBA to
improve the understanding and use of the fixings.
e Supporting specific industries in the development of guidelines
for their use of fixings.
All CFA Members are committed to providing technically proven products
manufactured to recognised Quality Assurance procedures and backed up
with comprehensive technical support services including performance data,
applications advice, site testing and training in the correct use of our products.
* Downloadable free from the website which also carries articles,
news and technical advice www.fixingscfa.co.uk
For more information contact:
The Secretary,
Construction Fixings Association65 Dean Street, Oakham, LE15 6AF
Tel & Fax 01664-474755email: [email protected]
RAWL APPROVALS
8 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
Fig.1
Fig.2
Fig.3
Fig.4
Direction of Loading
Slotted Holes in Fixture.When fi xing anchors through slotted holes it is important to ensure that there is adequate surface contact between the washer and the fi xture to guarantee a positive clamping force. If in doubt a square plate washer with a thickness of 3mm or greater would be recommended in place of the standard washer supplied.
Diamond Drilled Holes.When holes are formed in the structure using a diamond drilling system extra care is required to ensure that the holes are thoroughly cleaned by brushing and blowing at least three times. Also to create a key for the anchor, (particularly if a bonded anchor is installed), the sides of the hole should be roughened up by inserting a standard masonry bit into the hole attached to a hammer action drilling machine.A resin with minimal shrinkage such as Rawl R-KEX should be selected for diamond drilled holes.
The direction of the applied load must be considered to determine the most appropriate anchor. The tension and shear components must be less than the recommended load/design resistance in the direction concerned.
Tensile LoadsTensile loads are applied along the axis of the fixing (see fig. 1). Common examples include suspended ceiling applications and the suspension of mechanical services, pipework and ductwork etc.
Shear LoadsShear loads act at right angles to the axis of a fixing and directly against the face of the structural material (see fig. 2). Shear performance is governed mainly by the shear strength of the bolt material and compressive strength of the supporting substrate.
Oblique/Combined LoadsOblique loads are a combination of tension and shear components (see fig.3). If the angle of applied oblique load is within 10o of pure tension or pure shear, the safe working load for that direction may be assumed. Otherwise, the applied oblique load should be resolved into its shear and tensile components.
Offset LoadsOffset loads act at right angles to the fixing axis but are offset from the surface (see fig. 4). In this situation, the deflection of the bolt, due to bending, needs to be considered as well as the shear capacity of the anchor.
TECHNICAL INFORMATION
9Technical Advisory Service e-mail: [email protected] OR [email protected]
Fig.5
Installation
Recommended Tightening TorquesIn torque controlled expansion anchors a clamping force is exerted through the fixture into the base material. The clamping force is directly proportional to the tightening torque. Tightening the anchor enables the expander to key into the surrounding substrate providing a secure fixing (see fig. 5).
Tightening to Rawl Fixings’ recommended tightening torques ensures that the clamping force is greater than the published safe working loads. These torques should not be exceeded as this may overstress the bolt and/or base material. Adjustable torque wrenches of the ‘break back’ type are recommended for setting fixings.
Expanding Fixings
Torque controlled anchors transmit expansion forces by locally
compressing the substrate. The forces are exerted at the point
of expansion, not over the whole length of the fixing.
On applying the load to the anchor, additional forces are exerted
as shown by the light blue area ie. concrete cone (see fig.6).
It is this projected area which relates to the performance of the
anchor. Therefore as the embedment depth is increased the larger
the cone and the greater the performance of the anchor (see fig.7).
Any reduction in the projected area, for example when anchors
are placed too close together or too near the edge of the concrete
(see fig.8 and fig. 9) will result in reduced performance and should
be avoided if possible.
Where unavoidable, the appropriate reduction factors shown
for reduced spacing or edge distance should be applied to the
recommended load/design resistance indicated for the anchor.
Fig.6
Fig.8Fig.7
Fig.9
TECHNICAL INFORMATION
Anchor choice may be affected by certain aspects of the installation, for instance the desirability of a through fixing. The fixture can then be used as a template, and the fixing made through nominal clearance holes without the need for the object to be removed and replaced.
Key PointsTo achieve published performance values, it is essential that all anchors are installed correctly in accordance with Rawl Fixings’ installation instructions. Some basic points to remember are:
Drill correct diameter hole, to the correct depth. Clean the hole thoroughly. This is important for all anchors,
but critical for bonded anchors. Use the correct setting equipment and procedure. Tighten to the recommended torque.
10 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
In previous editions of our Specification & Design Guide we quoted Ultimate Loads and Safe Working Loads (SWL), however, since the introduction of Ultimate Limit State theory, we have received increasing requests to publish data in accordance with these new methods.
The safety concept is based upon the Partial Safety Factor approach rather than the Global Safety Factor approach, as previously adopted by Rawlplug.
Engineers familiar with the Partial Safety Factor concept can now use our new Characteristic and Design Resistance figures, where:
e Characteristic Resistance is the Ultimate Load with a statistical probability factor applied (95% Fractile). This factor is dependent on the variance of a set of results and also the number of anchors tested.
e Design Resistance is based upon the Characteristic Resistance divided by Partial Safety Factors as determined from testing. Design Resistance should never be thought of as the load a fixing can safely hold.
e Design Action is a factored load taking into account variable actions and should always be below the Design Resistance of the anchor.
Those who prefer to use the Global Safety Factor method, can continue to do so, using the Recommended Load (previously called Safe Working Load).
Performance Data Explained
K = Statistical Confidence Factor S = Standard Deviation V = Global Safety Factor
γ M = Partial Resistance Safety Factor γ F = Partial Load Safety FactorKEY
GLOBAL SAFETY FACTOR METHOD
Ultimate Resistance Frum
95% Fractile Characteristic
Resistance Frk
Design Resistance FrdDesign Action Fsd
Recommended Load Frec
Fsd ≤ FrdSact ≤ Frec
PARTIAL SAFETY FACTOR METHOD
γ M
γ F
Actual Design load Sact
χ − KS
V
-
V
Ultimate load χ-
RAWL CALCULATIONS
11Technical Advisory Service e-mail: [email protected] OR [email protected]
Combined Load (concrete only)When selecting an anchor, which will carry a combined load, ensure that the bolt size selected satisfies the following equations:
AF = Across flatsCcr,N = Characteristic edge distance in
tensionCcr,V = Characteristic edge distance in
sheard = Bolt thread sizeDcsk = Countersunk bolt head diameter
df = Hole diameter in fixturedo = Hole diameter in concreteDw = Washer diameterE = Diameter of eyeFd = Design loadFrec = Recommended loadFRu,m = Mean ultimate loadFRk = Characteristic load (95% fractile)
fuk = Ultimate tensile strengthH = Diameter of hookfyk
= Yield strengthhef = Effective embedment depth
(distance from surface to point of expansion)
hmin = Minimum substrate thicknessho = Minimum hole depthl = Bolt lengthlcsk = Countersunk head depthlg = Thread lengthNact = Applied tensile loadNrec = Recommended load in tensionNRd = Design resistance in tensionNRk = Characteristic resistance in tension
Nsd = Design action tensionS = Shield lengthScr = Characteristic edge distance
in tension & shearSw = Bolt head diameterTfix = Fixture thicknessTinst = Recommended torqueVact
= Applied shear loadVRk = Characteristic resistance in shearVRd = Design resistance in shearVrec = Recommended load in shearVsd
= Design action shearγM = Partial safety factor for material
γQ = Partial safety factor for actions
Glossary of abbreviations
Partial Method
Nsd
Nrd
+V
sd
Vrd
≤1.0
(Edge and spacing reduction factors, if applicable, should be applied to the tensile and shear design resistance loads.)
This calculation is not valid for shear.
Concrete Strength Calculation
x√Nrec
/ Nrd
in
30N/mm2 Concrete
Actual Concrete Strength
30
(Loads shown are for 30N/mm2 (C20/25) concrete. For other grades of concrete between 20 and 50N/mm2 where the anchor is in tension the load can be calculated using this formula.)
Note: The method of calculating combined loads in concrete has been revised in line with ETAG. The equation is calculated to the power of 1.5 and the result should be equal to or less than 1.0.
Installation Depth
Re-Bar/Resin Design Concept
Load
Ultimate Load
Minimum fuk
550N/mm2
Minimum fyk
460N/mm2
95%Fractile
γΜ
γQ
FRu,m
FRk
Fd F
rec
NB Example of interpolationIf edge distance equals 45mm for an M8 stud then the edge factor will be equal to 50% of the difference between the edge factors for 40mm and 50mm.Example40mm edge factor = 0.850mm edge factor = 0.9ThereforeEdge factor for 45mm = 0.85
≤1.2
Global Method
(Edge and spacing reduction factors, if applicable, should be applied to the safe tensile and shear loads.) +
Nact
Nrec
Vact
Vrec
RAWL CALCULATIONS
≤1.0
1.5 1.5
1.5 1.5
12 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
PRODUCT SELECTOR
DESCRIPTION ETA PAGE THREAD RANGE
HIG
H P
ERFO
RMA
NC
E M
ETA
L A
NC
HO
RS
SafetyPlus Loosebolt 14 M8-M20
SafetyPlus Bolt Projecting 16 M8-M20
SafetyPlus Limited Embedment 18 M8-M16
SafetyPlus Countersunk 20 M8-M16
Socket Anchor 22 M8-M20
R-HPT Throughbolt � 24 M6-M20
R-SPT Throughbolt � 26 M6-M24
Brass Anchor 29 M5-M16
Wedge Anchor Pending 2007 30 M6-M20
Lipped Wedge Anchor Pending 2007 32 M6-M16
Rawlbolt Loose Bolt 34 M6-M24
Rawlbolt Bolt Projecting 36 M6-M24
Rawlbolt Eyebolt 38 M6-M12
Rawlbolt Hookbolt 39 M6-M12
Rawlok Bolt Projecting 40 M5-M12
Rawlok Loosebolt Incl St Stl 42 M6-M10
Rawl R-EXP Anchor 44 6mm
Concrete Frame Screws 45 7.5mm
HIG
H P
ERFO
RMA
NC
E BO
ND
ED A
NC
HO
RS
R-CAS 46 M8-M30
R-HAC 48 M8-M30
CFS RV200 Pending 2007 50 M8-M24
CFS RM50 52 M8-M24
CFS RP30 54 M8-M24
R-KEX 56 M8-M30
R-KEA 58 M8-M24
R-KEM + 60 M8-M24
R-KF2/R-KSF 62 M8-M24
Bonded Anchor Accessories 64/66
Threaded Rod, Nuts and Washers 66/67
Insulation Fixings 68
MA
SON
RY
DRI
LLS SDS Plus Masonry Drill 70
Impactor Masonry Drill 71
Blue Flash Masonry Drill 72
13Technical Advisory Service e-mail: [email protected] OR [email protected]
PRODUCT SELECTOR
BASE MATERIAL
CONCRETESTONE
BRICKWORK BLOCKWORKPLASTER BOARD PLYWOOD HOLLOW
DOORSTRUCTURAL LIGHTWEIGHT STANDARD SOLID PERFORATED LOW
DENSITY HOLLOW
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14 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONSafetyPlus™ is an all steel high performance expansion anchor, suitable for the most demanding safety critical applications. This range offers exceptional tension, shear and combined load performance in concrete.
SUITABLE FOR USE IN:Concrete
FEATURES1. 8.8 grade bolt.2. High strength steel washer.3. Integral controlled collapse and anti-rotation
feature ensures fixture is firmly secured.4. Unique zig-zag feature provides balanced expansion
ensuring secure setting and maximum load carrying capacity.
5. Case-hardened nut with optimum angle taper for maximum expansion.
SAFETYPLUS™ Loose Bolt
Product Information
SAFETYPLUS™ LOOSE BOLTFOR CONCRETE
Installation
1. Drill a hole of required diameter and depth through clearance hole in the fixture into concrete.
2. Remove debris and thoroughly clean hole.
3. Insert SafetyPlus™ anchor through fixture into hole and tap home.
4. Tighten to the recommended torque.
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
BOLTHEAD
DIAMETER(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
MAXIMUMFIXTURE
THICKNESS(mm) (Tfi x )
HOLE DIAMETER MINIMUM HOLE DEPTH
IN CONCRETE
(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE
(Nm)(Tinst)
ZINC PLATEDIN
FIXTURE(mm)(df)
IN CONCRETE
(mm)(do)
PRODUCT CODE NEW CODE
M890
13 2115
14 12 80 60 120 2550-010 SPL-08090/15
110 40 50-015 SPL-08110/40
M10100
17 2420
17 15 90 70 140 5050-020 SPL-10105/20
120 40 50-025 SPL-10120/40140 60 50-030 SPL-10140/60
M12120
19 3025
20 18 105 80 160 8050-035 SPL-12120/25
150 50 50-040 SPL-12150/50
M16145
24 4025
26 24 125 100 200 18050-050 SPL-16145/25
170 50 50-055 SPL-16170/50M20 175 30 50 30 30 28 155 125 240 275 50-065 SPL-20175/30
SAFETYPLUS™ Racking Bolt
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
BOLTHEAD
DIAMETER(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
MAXIMUMFIXTURE
THICKNESS(mm) (Tfi x )
HOLE DIAMETER MINIMUM HOLE DEPTH
IN CONCRETE
(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE
(Nm)(Tinst)
ZINC PLATEDIN
FIXTURE(mm)(df)
IN CONCRETE(mm)(do)
PRODUCT CODE NEW CODE
M8 115 17 21 40 14 12 80 60 130 25 50-014 SPL-RB-08115/40M10 105 19 24 20 17 15 90 70 140 50 50-021 SPL-RB-10105/20
Dw
Sw
ho
15Technical Advisory Service e-mail: [email protected] OR [email protected]
SAFETYPLUS™ LOOSE BOLTFOR CONCRETE
Specifi cation Data
SAFETYPLUS™ Loose Bolt Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)
CHARACTERISTICRESISTANCE
(kN)
DESIGN RESISTANCE (Factored)
(kN)
RECOMMENDED LOAD (Unfactored)
(kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION & SHEAR (Ccr,N ) (Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr,V )
M8 19.7 25.7 9.1 14.3 7.6 11.9 160 180
M10 33.3 39.7 15.4 22.0 12.8 18.3 180 220
M12 43.4 56.5 20.1 31.4 16.8 26.2 200 260
M16 66.8 90.1 30.9 50.1 25.8 41.8 280 340
M20 95.6 132.0 44.3 73.3 36.9 61.1 320 380
For further explanations on calculations please see pages 10 and 11
Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Loose Bolt.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two
lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE(mm)
TENSILE: EDGE REDUCTION FACTORS EDGE(mm)
SHEAR: EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M8 M10 M12 M16 M20
70 0.72 70
80 0.75 0.70 80
90 0.78 0.73 0.70 90
100 0.81 0.76 0.73 100 0.55
120 0.87 0.82 0.78 0.72 120 0.70 0.55
140 0.94 0.88 0.84 0.75 0.70 140 0.85 0.70 0.55
160 1.00 0.94 0.89 0.79 0.73 160 1.00 0.85 0.70
180 1.00 0.94 0.82 0.77 180 1.00 0.85 0.55
200 1.00 0.86 0.80 200 1.00 0.70 0.55
240 0.93 0.87 240 0.85 0.70
280 1.00 0.93 280 1.00 0.85
320 1.00 320 1.00
Spacing (Concrete Only )
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20
60 0.70
80 0.75 0.70
100 0.80 0.74 0.65
140 0.90 0.83 0.74 0.72
180 1.00 0.91 0.82 0.78 0.70
220 1.00 0.91 0.83 0.76
260 1.00 0.89 0.82
300 0.94 0.88
340 1.00 0.94
380 1.00
16 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONA high performance steel expansion anchor, suitable for the most demanding safety critical applications. This range offers exceptional tension, shear and com-bined load performance in concrete.
SUITABLE FOR USE IN:Concrete
FEATURES1. 8.8 grade stud with slot for final adjustment.2. High strength steel washer.3. Sleeve provides maximum shear load performance.4. Integral controlled collapse and anti-rotation
feature ensures fixture is firmly secured.5. Unique zig-zag feature provides balanced expansion
ensuring secure setting and maximum load carrying capacity.
6. Case-hardened nut with optimum angle taper for maximum expansion.
7. Nut and washer allow for fixture to be removed and relocated easily.
SAFETYPLUS™ Bolt Projecting
Product Information
Installation
1. Drill a hole of required diameter and depth through clearance hole in the fixture into concrete.
2. Remove debris and thoroughly clean hole.
3. Insert SafetyPlus™ anchor through fixture into hole and tap home.
4. Tighten to the recommended torque.
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
NUT DIAMETER
(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
MAXIMUMFIXTURE
THICKNESS(mm) (Tfi x )
HOLE DIAMETER MINIMUM HOLE DEPTH
IN CONCRETE
(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE
(Nm)(Tinst)
ZINC PLATED
IN FIXTURE(mm)(df)
IN CONCRETE(mm)(do)
PRODUCT CODE NEW CODE
M8 95 13 21 15 14 12 80 60 120 25 50-110 SPL-BP-08095/15
M10 110 17 24 20 17 15 90 70 140 50 50-120 SPL-BP-10110/20
M12135
19 3025
20 18 105 80 160 8050-135 SPL-BP-12135/25
160 50 50-140 SPL-BP-12160/50
M16160
24 4025
26 24 125 100 200 18050-150 SPL-BP-16160/25
185 50 50-155 SPL-BP-16185/50
M20 190 30 50 30 30 28 155 125 240 275 50-165 SPL-BP-20190/30
Sw
Dw
ho
SAFETYPLUS™ BOLT PROJECTINGFOR CONCRETE
17Technical Advisory Service e-mail: [email protected] OR [email protected]
SAFETYPLUS™ BOLT PROJECTINGFOR CONCRETE
Specifi cation Data
SAFETYPLUS™ Bolt Projecting Performance Data
Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Bolt Projecting.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as
required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE(mm)
TENSILE: EDGE REDUCTION FACTORS EDGE(mm)
SHEAR: EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M8 M10 M12 M16 M20
70 0.72 70
80 0.75 0.70 80
90 0.78 0.73 0.70 90
100 0.81 0.76 0.73 100 0.55
120 0.87 0.82 0.78 0.72 120 0.70 0.55
140 0.94 0.88 0.84 0.75 0.70 140 0.85 0.70 0.55
160 1.00 0.94 0.89 0.79 0.73 160 1.00 0.85 0.70
180 1.00 0.94 0.82 0.77 180 1.00 0.85 0.55
200 1.00 0.86 0.80 200 1.00 0.70 0.55
240 0.93 0.87 240 0.85 0.70
280 1.00 0.93 280 1.00 0.85
320 1.00 320 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20
60 0.70
80 0.75 0.70
100 0.80 0.74 0.65
140 0.90 0.83 0.74 0.72
180 1.00 0.91 0.82 0.78 0.70
220 1.00 0.91 0.83 0.76
260 1.00 0.89 0.82
300 0.94 0.88
340 1.00 0.94
380 1.00
SIZE
Concrete, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC RESISTANCE
(kN)
DESIGN RESISTANCE (Factored)
(kN)
RECOMMENDED LOAD (Unfactored)
(kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION & SHEAR (Ccr,N ) (Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr,V )
M8 19.7 25.7 9.1 14.3 7.6 11.9 160 180
M10 33.3 39.7 15.4 22.0 12.8 18.3 180 220
M12 43.4 56.5 20.1 31.4 16.8 26.2 200 260
M16 66.8 90.1 30.9 50.1 25.8 41.8 280 340
M20 95.6 132.0 44.3 73.3 36.9 61.1 320 380
For further explanations on calculations please see pages 10 and 11
18 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONA high performance steel expansion anchor, suitable for the most demanding safety critical applications. This range offers exceptional tension, shear and com-bined load performance in concrete.
SUITABLE FOR USE IN:Concrete
FEATURES1. 8.8 grade bolt.2. High strength steel washer.3. Sleeve provides maximum shear load performance.4. Integral controlled collapse and anti-rotation feature
ensures fixture is firmly secured.5. Unique zig-zag feature provides balanced expansion
ensuring secure setting and maximum load carrying capacity.
6. Case-hardened nut with optimum angle taper for maximum expansion.
SAFETYPLUS™ Limited Embedment
Product Information
Installation
1. Drill a hole of required diameter and depth through clearance hole in the fixture into concrete.
2. Remove debris and thoroughly clean hole.
3. Insert SafetyPlus™ anchor through fixture into hole and tap home.
4. Tighten to the recommended torque.
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
BOLTHEAD
DIAMETER(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
MAXIMUMFIXTURE
THICKNESS(mm) (Tfi x )
HOLE DIAMETER MINIMUM HOLE DEPTH
IN CONCRETE
(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE
(Nm)(Tinst)
ZINC PLATED
IN FIXTURE(mm)(df)
IN CONCRETE(mm)(do)
PRODUCT CODE NEW CODE
M8 80 13 21 25 14 12 55 40 100 25 50-005 SPL-LE-08080/25
M10 90 17 24 25 17 15 70 50 110 50 50-018 SPL-LE-10090/25
M12 100 19 30 25 20 18 85 60 130 80 50-033 SPL-LE-12100/25
M16 130 24 40 30 26 24 100 75 165 180 50-048 SPL-LE-16130/30
Dw
Sw
ho
SAFETYPLUS™ LIMITED EMBEDMENTFOR CONCRETE
19Technical Advisory Service e-mail: [email protected] OR [email protected]
Specifi cation Data
SAFETYPLUS™ Limited Embedment Performance Data
Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Limited Embedment.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.
Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor
where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS EDGE (mm)
SHEAR: EDGE REDUCTION FACTORS
M8 M10 M12 M16 M8 M10 M12 M16
60 0.70 60
70 0.78 0.70 70
80 0.85 0.78 0.70 80
90 0.93 0.85 0.78 90 0.75
110 1.00 0.93 0.85 0.70 110 0.84 0.70
130 1.00 0.93 0.78 130 0.92 0.80 0.73
150 1.00 0.85 150 1.00 0.90 0.82 0.80
170 0.93 170 1.00 0.91 0.87
200 1.00 200 1.00 0.93
230 230 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16
120 0.70
140 0.80 0.74
160 0.90 0.83 0.74
180 1.00 0.91 0.82 0.83
200 1.00 0.91 0.88
220 1.00 0.94
240 1.00
SAFETYPLUS™ LIMITED EMBEDMENTFOR CONCRETE
SIZE
Concrete, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC RESISTANCE
(kN)DESIGN RESISTANCE (Factored)
(kN)RECOMMENDED LOAD (Unfactored)
(kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION(Ccr,N )
SHEAR(Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr ,V)
M8 12.0 18.9 5.6 10.5 4.7 8.8 110 150 180
M10 18.9 29.5 8.7 16.5 7.3 13.8 130 170 200
M12 26.2 44.0 12.1 24.5 10.1 20.4 150 200 220
M16 47.0 77.2 21.7 42.9 18.1 35.8 200 230 240
For further explanations on calculations please see pages 10 and 11
20 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONHigh performance countersunk all steel high performance expansion anchor for safety critical applications where a flush fixing is required in concrete.
SUITABLE FOR USE IN:Concrete
FEATURES1. 8.8 grade countersunk bolt for flush fitting
installation.2. High strength steel washer.3. Sleeve provides maximum shear load performance.4. Integral controlled collapse and anti-rotation feature
ensures fixture is firmly secured.5. Unique zig-zag feature provides balanced expansion
ensuring secure setting and maximum load carrying capacity.
6. Case-hardened nut with optimum angle taper for maximum expansion.
SAFETYPLUS™ Countersunk
Product Information
Installation
1. Drill a hole of required diameter and depth through clearance hole in the fixture into concrete..
2. Remove debris and thoroughly clean hole.
3. Insert SafetyPlus™ anchor through fixture into hole and tap home.
4. Tighten using hexagon driver to the recommended torque.
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
HEXDRIVER
SIZE(mm)(AF)(Sw)
MAXIMUMHEAD
DIAMETER(mm)(Dcsk)
COUNTERSINK DEPTH.(mm)(Lcsk)
MAXIMUMFIXTURE
THICKNESS(mm) (Tfi x )
HOLE DIAMETER MINIMUM HOLE DEPTH
IN CONCRETE
(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE
(Nm)(Tinst)
ZINC PLATED
IN FIXTURE(mm)(df)
IN CONCRETE(mm)(do)
PRODUCT CODE NEW CODE
M8 90 6 22 5.5 20 14 12 80 60 120 25 50-210 SPL-C-08090/20
M10 105 8 28 7.0 25 17 15 90 70 140 50 50-220 SPL-C-10105/25
M12 125 10 33 7.6 30 20 18 105 80 160 80 50-235 SPL-C-12125/30
M16 145 12 40 8.5 30 26 24 125 100 200 180 50-250 SPL-C-16145/30
Dcsk
ho
AF
SAFETYPLUS™ COUNTERSUNKFOR CONCRETE
Lcsk
21Technical Advisory Service e-mail: [email protected] OR [email protected]
SAFETYPLUS™ COUNTERSUNKFOR CONCRETE
SAFETYPLUS™ Countersunk Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC RESISTANCE
(kN)DESIGN RESISTANCE (Factored)
(kN)RECOMMENDED LOAD (Unfactored)
(kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION & SHEAR (Ccr,N ) (Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr ,V)
M8 19.7 25.7 9.1 14.3 7.6 11.9 160 180
M10 33.3 39.7 15.4 22.0 12.8 18.3 180 220
M12 43.4 56.5 20.1 31.4 16.8 26.2 200 260
M16 66.8 90.1 30.9 50.1 25.8 41.8 280 340
For further explanations on calculations please see pages 10 and 11
Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Countersunk.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as
required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS EDGE (mm)
SHEAR: EDGE REDUCTION FACTORS
M8 M10 M12 M16 M8 M10 M12 M16
70 0.72 70
80 0.75 0.70 80
90 0.78 0.73 0.70 90
100 0.81 0.76 0.73 100 0.55
120 0.87 0.82 0.78 0.72 120 0.70 0.55
140 0.94 0.88 0.84 0.75 140 0.85 0.70 0.55
160 1.00 0.94 0.89 0.79 160 1.00 0.85 0.70
180 1.00 0.94 0.82 180 1.00 0.85 0.55
200 1.00 0.86 200 1.00 0.70
240 0.93 240 0.85
280 1.00 280 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16
60 0.70
80 0.75 0.70
100 0.80 0.74 0.65
140 0.90 0.83 0.74 0.72
180 1.00 0.91 0.82 0.78
220 1.00 0.91 0.83
260 1.00 0.89
300 0.94
340 1.00
Specifi cation Data
22 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
SOCKET ANCHORFOR CONCRETE
DESCRIPTIONA versatile problem-solving fixing, providing a permanent high performance threaded socket for a wide variety of studding applications, including deep embedment applications.
SUITABLE FOR USE IN:Concrete
FEATURES1. Internally threaded socket for stud or rebar.2. Integral controlled collapse and anti-rotation
feature ensures fixture is firmly secured.3. Unique zig-zag feature provides balanced
expansion ensuring secure setting and maximum load carrying capacity.
4. Case-hardened nut with optimum angle taper for maximum expansion.
Product Information
SOCKET ANCHOR
THREAD SIZE(d)
ANCHORLENGTH
(mm)( l )
INTERNAL THREAD LENGTH
(mm)(lg )
HOLE DIAMETER SET FLUSH TO SURFACE SET AT DEPTH MAX. RECOMMENDED TORQUE (Nm) ZINC PLATED
INFIXTURE
(mm)(df )
INCONCRETE
(mm)(do )
MINIMUM HOLE
DEPTH(mm)(df )
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef )
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin )
MINIMUM HOLE
DEPTH(mm)(df )
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef )
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin )
4.6 STUD(Tinst )
8.8 STUD(Tinst )
PRODUCTCODE NEW CODE
M8 55 8 10 12 65 45 90 80 60 120 11 19 86-510 SOC-08
M10 67 13 12 15 75 55 110 90 70 140 22 37 86-515 SOC-10
M12 80 17 14 18 90 65 130 105 80 160 39 65 86-520 SOC-12
M16 95 18 18 24 105 80 160 125 100 200 96 163 86-525 SOC-16
M20 115 24 24 28 125 95 190 155 125 250 187 280 86-530 SOC-20
Installation
1. Screw studding into socket. Assemble two nuts at the other end of the studding.
2. Ensuring nuts are securely locked together, apply the recommended torque through the top nut. Carefully slacken and remove nuts.
3. Apply fixture, washer and hexagon nut. 4. Apply torque to ensure clamping of fixture against concrete surface.
ho
lg
23Technical Advisory Service e-mail: [email protected] OR [email protected]
SOCKET ANCHORFOR CONCRETE
SOCKET ANCHOR Performance Data
Reduction Factors - Edge and Spacing Distances for Socket Anchor.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as
required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied
Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20
70 0.7280 0.75 0.7090 0.78 0.73 0.70100 0.81 0.76 0.73120 0.87 0.82 0.78 0.72140 0.94 0.88 0.84 0.75 0.70160 1.00 0.94 0.89 0.79 0.73180 1.00 0.94 0.82 0.77200 1.00 0.86 0.80240 0.93 0.87280 1.00 0.93320 1.00
Specifi cation Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
ANCHOR SET FLUSH TO THE SURFACE* ANCHOR SET FLUSH AT DEPTH**CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC
RESISTANCE(kN)
DESIGN RESISTANCE (Factored)
(kN)
RECOMMENDED LOAD (Unfactored)
(kN)
CHARACTERISTIC RESISTANCE
(kN)
DESIGN RESISTANCE (Factored)
(kN)
RECOMMENDED LOAD (Unfactored)
(kN)
TENSION (NRk )
TENSION (NRd )
TENSION (Nrec )
TENSION (NRk )
TENSION (NRd )
TENSION(Nrec )
TENSION(Ccr,N )
TENSION (Scr,N )
M8 11.9 5.5 4.6 19.7 9.1 7.6 160 180M10 18.9 8.8 7.3 33.3 15.4 12.8 180 220M12 26.4 12.2 10.2 43.4 20.1 16.8 200 260M16 46.5 21.6 18.0 66.8 30.9 25.8 280 340M20 66.6 30.8 25.7 95.6 44.3 36.9 320 380
* NOTE: Grade of stud 4.6For further explanations on calculations please see pages 10 and 11
** NOTE: Grade of stud 8.8
SIZE
CONCRETE, fck,cube = 60N/mm2 (C50/60)
ANCHOR SET FLUSH TO THE SURFACE* ANCHOR SET FLUSH AT DEPTH**CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC
RESISTANCE(kN)
DESIGN RESISTANCE (Factored)
(kN)
RECOMMENDED LOAD (Unfactored)
(kN)
CHARACTERISTIC RESISTANCE
(kN)
DESIGN RESISTANCE (Factored)
(kN)
RECOMMENDED LOAD (Unfactored)
(kN)
TENSION (NRk )
TENSION (NRd )
TENSION (Nrec )
TENSION (NRk )
TENSION (NRd )
TENSION (Nrec )
TENSION (Ccr,N )
TENSION (Scr,N )
M8 12.2 5.6 4.7 25.7 11.9 9.9 160 180M10 19.2 8.9 7.4 43.2 20.0 16.7 180 220M12 28.0 13.0 10.8 56.0 25.9 21.6 200 260M16 52.3 24.2 20.2 87.4 40.5 33.8 280 340M20 81.3 37.6 31.3 124.4 57.6 48.0 320 380
* NOTE: Grade of stud 4.6For further explanations on calculations please see pages 10 and 11
** NOTE: Grade of stud 8.8
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20
60 0.7080 0.75 0.70100 0.80 0.74 0.65140 0.90 0.83 0.74 0.72180 1.00 0.91 0.82 0.78 0.70220 1.00 0.91 0.83 0.76260 1.00 0.89 0.82300 0.94 0.88340 1.00 0.94380 1.00
24 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONThe RAWL® Throughbolt range has been developed to meet the changing demands of the market in terms of product approval levels, ease of fixing and product quality.The versatile through fixing for use in a wide range of applications in concrete of 20N/mm2 and over.Available in: Zinc plated steel.For European Approvals see p 6/7.
SUITABLE FOR USE IN:Cracked or Uncracked Concrete
FEATURES1. Standard and limited embedment depth markings to
ensure correct installation.2. Cold formed body ensures constant dimensional
accuracy.3. Stainless steel expander provides an enhanced
performance in cracked concrete.4. Optimum cone angle for controlled expansion.5. Tested and approved by the independent UK and
international approval bodies.
Product Information
RAWL® R-HPT Throughbolt
Installation
1. Drill a hole of required diameter and depth.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached.
4. Tighten to the recommended torque.
ho
Dw
Sw
Standardembedment
Reducedembedment
ho
RAWL® R-HPT THROUGHBOLTFOR CONCRETE
BOLTSIZE/HOLE
IN CONCRETE
(mm)(d)/(do )
BOLTLENGTH
(mm)( l )
NUT DIAMETER
(mm)(AF)(Sw )
WASHER DIAMETER
(mm)(Dw )
THREADLENGTH
(mm)(lG )
HOLEDIAMETER
IN FIXTURE
(mm)(lG )
STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM
SUBSTRATES THICKNESS
(mm)(hmin )
RECOMMENDEDTORQUE
(mm)(Tinst )
ZINC PLATED
MIN.HOLE
DEPTH(mm)(ho )
EFFECTIVE ENBEDMENT
(mm)(hef )
MAX.FIXTURE
THICKNESS(mm)(Tfi x )
MIN.HOLE
DEPTH(mm)(ho )
EFFECTIVEENBEDMENT
(mm)(hef )
MAX.FIXTURE
THICKNESS(mm)(Tfi x )
PRODUCT CODE NEW CODE
M88 mm
50
13 17
14
9
— — —
40
26 5
100 15
56-314 R-HPT-08050/565 25 — — — 33 15 56-316 R-HPT-08065/1580 40 55 48 15 33 30 56-320 R-HPT-08080/15115 65 55 48 50 33 65 56-325 R-HPT-08115/50
M1010 mm
65
07 21
22
11
— — —
50
37 5
100 25
56-328 R-HPT-10065/580 30 60 53 7 40 16 56-330 R-HPT-10080/795 46 60 53 22 40 32 56-332 R-HPT-10095/22115 65 60 53 42 40 52 56-334 R-HPT-10115/42130 80 60 53 57 40 67 56-336 R-HPT-10130/57
M1212 mm
80
19 24
30
13
— — —
60
48 5
10 60
56-338 R-HPT-12080/5100 40 80 74 4 48 24 56-340 R-HPT-12100/4120 60 80 74 24 48 44 56-342 R-HPT-12120/24135 75 80 74 39 48 58 56-344 R-HPT-12135/39150 90 80 74 54 48 73 56-346 R-HPT-12150/54
M1616 mm
105
24 30
55
18
— — —
80
65 5
130 110
56-350 R-HPT-16105/5140 60 100 89 20 67 40 56-352 R-HPT-16140/20180 100 100 89 60 67 80 56-354 R-HPT-16180/60220 140 100 89 100 67 120 56-356 R-HPT-16220/100
M2020 mm
125
30 37
65
22
— — —
100
80 5
160 180
56-360 R-HPT-20125/5160 65 120 105 20 85 40 56-362 R-HPT-20160/20200 100 120 105 60 85 80 56-364 R-HPT-20200/60300 100 120 105 160 85 180 56-366 R-HPT-20300/160
25Technical Advisory Service e-mail: [email protected] OR [email protected]
RAWL® R-HPT THROUGHBOLTFOR CONCRETE
Specifi cation Data
RAWL® R-HPT Throughbolt Projecting Performance Data
Reduction Factors - Edge and Spacing Distances for Rawl® R-HPT.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as
required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only) Spacing (Concrete Only)
For further explanations on calculations please see pages 10 and 11
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH REDUCED EMBEDMENT DEPTH CHARACTERISTIC EDGE
DISTANCE (mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC
LOAD (kN)
DESIGN LOAD (kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD (kN)
RECOMMENDED LOAD (kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION(Ccr,N )
SHEAR(Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr,V )
M8 11.1 16.8 5.1 9.3 4.3 7.8 9.2 9.6 4.3 5.3 3.6 4.4 80 80 100
M10 17.5 19.3 8.1 10.7 6.8 8.9 11.1 15.3 5.2 8.5 4.3 7.1 100 100 120
M12 26.3 32.2 12.2 17.9 10.2 14.9 17.2 23.3 8.0 12.9 6.7 10.8 120 120 150
M16 42.6 48.8 19.7 27.1 16.4 22.6 25.6 44.0 11.9 24.2 9.9 20.2 160 160 180
M20 60.3 75.9 27.9 42.1 23.3 35.1 47.1 65.6 21.8 36.5 18.2 30.4 190 190 260
EDGE (mm)TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M8 M10 M12 M16 M20
40 0.60
50 0.73 0.62
60 0.87 0.65 0.74 0.60
80 1.00 0.83 0.65 1.00 0.80 0.67
100 1.00 0.83 0.65 1.00 0.84 0.62
120 1.00 0.77 0.65 1.00 0.74 0.58
140 0.88 0.77 0.87 0.73
160 1.00 0.88 1.00 0.82
190 1.00 1.00
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20
40
50 0.65
60 0.77 0.65
80 0.88 0.77 0.65
100 1.00 0.88 0.77 0.65
120 1.00 0.88 0.77
150 1.00 0.88 0.74
180 1.00 0.83
220 0.91
260 1.00
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH REDUCED EMBEDMENT DEPTH CHARACTERISTIC EDGE
DISTANCE (mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC
LOAD(kN)
DESIGN LOAD (kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD (kN)
RECOMMENDED LOAD (kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION(Ccr,N )
SHEAR(Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr,V )
M8 6.7 15.1 3.1 8.4 2.6 7.0 5.5 8.6 2.6 4.8 2.2 4.0 80 80 100
M10 10.9 17.6 5.0 9.7 4.2 8.1 6.9 13.9 3.2 7.7 2.7 6.4 100 100 120
M12 16.8 29.6 7.8 16.5 6.5 13.7 11.0 21.4 5.1 11.9 4.3 9.9 120 120 150
M16 28.1 45.4 13.0 25.2 10.8 21.0 16.9 40.9 7.9 22.5 6.5 18.8 160 160 180
M20 41.0 71.3 19.0 39.6 15.8 33.0 32.0 61.7 14.8 34.3 12.4 28.6 190 190 260
Non-Cracked Concrete Performance Data
Cracked Concrete Performance Data
26 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
RAWL® R-SPT THROUGHBOLTFOR CONCRETE
DESCRIPTIONThe RAWL® Throughbolt range has been developed to meet the changing demands of the market in terms of product approval levels, ease of fixing and product quality.The versatile through fixing for use in a wide range of applications in concrete of 20N/mm2 and over.Available in: Zinc plated steel, Hot dip galvanized, Stainless steel grade A4.For European Approvals see p. 6/7
SUITABLE FOR USE IN:Concrete
FEATURES1. Embedment depth markings
to ensure correct installation.2. Cold formed body ensures
constant dimensional accuracy.3. Optimum cone angle
for controlled expansion.4. Tested and approved by
the independent UK and international approval bodies.
Product Information
ho
Dw
Sw
Standardembedment
Reducedembedment
ho
RAWL® R-SPT Throughbolt - Zinc Plated
BOLTSIZE(d)
HOLE IN
CONCRETE(mm)(do )
BOLTLENGTH
(mm)( l )
NUT DIAMETER
(mm)(AF)(Sw )
WASHER DIAMETER
(mm)(Dw )
THREADLENGTH
(mm)(lG )
HOLEDIAMETERIN FIXTURE
(mm)(lG )
STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM SUBSTRATE THIC KNESS
(mm)(hmin )
REC.TORQUE
(mm)(Tinst )
ZINC PLATED
MINIMUM HOLE DEPTH(mm)(ho )
EFFECTIVEEMBEDMENT
(mm)(hef )
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x )
MINIMUM HOLE
DEPTH(mm)(ho )
EFFECTIVEEMBEDMENT
(mm)(hef )
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x )
PRODUCT CODE NEW CODE
M6 6
40
10 12.5
15
6.5
— — — 24 16 7
100 5
56-102 R-SPT-06040/755 25 — — — 30 22 16 56-104 R-SPT-06055/1670 35 50 42 12 30 22 32 56-108 R-SPT-06070/1285 50 50 42 26 30 22 46 56-110 R-SPT-06085/2695 60 50 42 36 30 22 56 56-112 R-SPT-06095/36
M8 8
50
13 17
14
9
— — — 40 26 5
100 15
56-114 R-SPT-08050/565 25 — — — 40 33 15 56-116 R-SPT-08065/1580 40 55 48 15 40 33 30 56-120 R-SPT-08080/1595 55 55 48 30 40 33 45 56-122 R-SPT-08095/30115 75 55 48 50 40 33 65 56-125 R-SPT-08115/50150 70 55 48 85 40 33 100 56-123 R-SPT-08115/85
M10 10
65
17 21
21
11
— — — 50 37 5
100 25
56-129 R-SPT-10065/580 30 60 52 7 50 40 16 56-128 R-SPT-10080/795 45 60 52 22 50 40 32 56-132 R-SPT-10095/22115 65 60 52 42 50 40 52 56-136 R-SPT-10115/42130 80 60 52 57 50 40 67 56-138 R-SPT-10130/57150 100 60 52 77 50 40 87 56-137 R-SPT-10150/77
M12 12
80
19 24
30
13
— — — 60 48 5
110 45
56-139 R-SPT-12080/5100 40 80 69 4 60 48 24 56-140 R-SPT-12100/4120 60 80 69 24 60 48 44 56-144 R-SPT-12120/24135 75 80 69 39 60 48 58 56-148 R-SPT-12135/39150 90 80 69 54 60 48 73 56-150 R-SPT-12150/54180 100 80 69 84 60 48 103 56-147 R-SPT-12180/84220 120 80 69 124 60 48 143 56-149 R-SPT-12220/124235 140 80 69 139 60 48 158 56-146 R-SPT-12235/139
M16 16
90
24 30
32
18
— — — 50 37 20
130 110
56-154 R-SPT-16090/20105 55 — — — 80 67 5 56-153 R-SPT-16105/25125 45 100 89 5 80 67 25 56-155 R-SPT-16125/5140 60 100 89 20 80 67 40 56-152 R-SPT-16140/20150 70 100 89 30 80 67 50 56-163 R-SPT-16150/30180 100 100 89 60 80 67 80 56-156 R-SPT-16180/60220 140 100 89 100 80 67 120 56-158 R-SPT-16220/100280 140 100 89 160 80 67 180 56-157 R-SPT-16280/160
M20 20
125
30 37
65
22
— — — 100 85 5
160 180
56-159 R-SPT-20125/5160 65 120 105 20 100 85 40 56-160 R-SPT-20160/20200 100 120 105 60 100 85 80 56-164 R-SPT-20200/60300 100 120 105 160 100 85 180 56-166 R-SPT-20300/160
M24 24180
36 4465
26135 112 20 120 92 35
200 32056-168 R-SPT-24180/20
260 65 135 112 100 120 92 115 56-172 R-SPT-24260/100300 105 135 112 140 120 92 155 56-175 R-SPT-24300/140
27Technical Advisory Service e-mail: [email protected] OR [email protected]
RAWL® R-SPT THROUGHBOLTFOR CONCRETE
RAWL® R-SPT Throughbolt - Hot Dip Galvanized
BOLTSIZE(d)
HOLE IN
CONCRETE(mm)(do )
BOLTLENGTH
(mm)( l )
NUT DIAMETER
(mm)(AF)(Sw )
WASHER DIAMETER
(mm)(Dw )
THREADLENGTH
(mm)(lG )
HOLEDIAMETERIN FIXTURE
(mm)(lG )
STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM SUBSTRATE THICKNESS
(mm)(hmin )
REC.TORQUE
(mm)(Tinst )
HOT DIP GALVANIZED
MINIMUM HOLE DEPTH(mm)(ho )
EFFECTIVEEMBEDMENT
(mm)(hef )
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x )
MINIMUM HOLE
DEPTH(mm)(ho )
EFFECTIVEEMBEDMENT
(mm)(hef )
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x )
PRODUCT CODE NEW CODE
M8 8
50
13 17
14
9
— — — 40 26 5
100 15
56-814 R-SPT-HD-08050/5
65 25 — — — 40 33 15 56-816 R-SPT-HD-08065/15
80 40 55 48 15 40 33 30 56-820 R-SPT-HD-08080/15
95 55 55 48 30 40 33 45 56-822 R-SPT-HD-08095/30
115 75 55 48 50 40 33 65 56-825 SPT-HD-08115/50
M10 10
65
17 21
21
11
— — — 50 37 5
100 25
56-829 R-SPT-HD-10065/5
80 30 60 52 7 50 39 16 56-828 R-SPT-HD-10080/7
95 45 60 52 22 50 40 32 56-832 R-SPT-HD-10095/22
115 65 60 52 42 50 40 52 56-836 R-SPT-HD-10115/42
130 80 60 52 57 50 40 67 56-838 R-SPT-HD-10130/57
M12 12
80
19 24
30
13
— — — 60 48 5
110 45
56-839 R-SPT-HD-12080/5
100 40 80 69 4 60 48 24 56-840 R-SPT-HD-12100/4
120 60 80 69 24 60 48 44 56-844 R-SPT-HD-12120/24
135 75 80 69 39 60 48 58 56-848 R-SPT-HD-12135/39
150 90 80 69 54 60 48 75 56-850 R-SPT-HD-12150/54
180 100 80 69 84 60 48 105 56-847 R-SPT-HD-12180/84
M16 16
105
24 30
55
18
— — — 80 65 25
130 110
56-853 R-SPT-HD-16105/25
140 60 100 89 20 80 67 40 56-852 R-SPT-HD-16140/20
180 100 100 89 60 80 67 80 56-856 R-SPT-HD-16180/60
220 140 100 89 100 80 67 120 56-858 R-SPT-HD-16220/100
M20 20
125
30 37
65
22
— — — 100 80 5
160 180
56-859 R-SPT-HD-20125/5
160 65 120 105 20 100 85 40 56-860 R-SPT-HD-20160/20
200 100 120 105 60 100 85 80 56-864 R-SPT-HD-20200/60
M24 24 260 36 44 65 26 135 112 100 120 92 115 200 320 56-872 R-SPT-HD-24260/100
Product Information
RAWL® R-SPT Throughbolt - Stainless Steel Grade 316 (A4)
BOLTSIZE(d)
HOLE IN
CONCRETE(mm)(do )
BOLTLENGTH
(mm)( l )
NUT DIAMETER
(mm)(AF)(Sw )
WASHER DIAMETER
(mm)(Dw )
THREADLENGTH
(mm)(lG )
HOLEDIAMETERIN FIXTURE
(mm)(lG )
STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM SUBSTRATE THICKNESS
(mm)(hmin )
REC.TORQUE
(mm)(Tinst )
STAINLESS STEEL GRADE 316 (A4)
MINIMUM HOLE DEPTH(mm)(ho )
EFFECTIVEEMBEDMENT
(mm)(hef )
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x )
MINIMUM HOLE
DEPTH(mm)(ho )
EFFECTIVEEMBEDMENT
(mm)(hef )
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x )
PRODUCT CODE NEW CODE
M6 655
10 12.525
6.5— — — 30 22 16
100 556-604 R-SPT-A4-06055/16
85 50 50 42 26 30 22 46 56-610 R-SPT-A4-06085/26
M8 8
50
13 17 9 100 15
56-614 R-SPT-A4-08050/5
65 25 — — — 40 33 15 56-616 R-SPT-A4-08065/15
80 40 55 48 15 40 33 30 56-620 R-SPT-A4-08080/15
105 25 55 48 40 40 33 55 56-624 R-SPT-A4-080105/40
M10 10
65
17 21 11 100 25
56-627 R-SPT-A4-10065/5
80 30 60 52 7 50 39 16 56-628 R-SPT-A4-10080/7
95 45 60 52 22 50 40 32 56-632 R-SPT-A4-10095/22
115 65 60 52 42 50 40 52 56-636 R-SPT-A4-10115/42
130 80 60 52 57 50 40 67 56-638 R-SPT-A4-10130/57
M12 12
100
19 24
40
13
80 69 4 60 48 24
110 45
56-640 R-SPT-A4-12100/4
120 60 80 69 24 60 48 44 56-644 R-SPT-A4-12120/24
135 75 80 69 39 60 48 58 56-648 R-SPT-A4-12135/39
150 90 80 69 54 60 48 75 56-650 R-SPT-A4-12150/54
M16 16
105
24 30
55
18
— — — 80 65 25
130 110
56-651 R-SPT-A4-16105/25
140 60 100 89 20 80 67 40 56-652 R-SPT-A4-16140/20
180 100 100 89 60 80 67 80 56-656 R-SPT-A4-16180/60
220 140 100 89 100 80 67 120 56-658 R-SPT-A4-16220/100
M20 20
125
30 37
65
22
— — — 100 80 5
160 180
56-659 R-SPT-A4-20125/5
160 65 120 105 20 100 85 40 56-660 R-SPT-A4-20160/20
200 100 120 105 60 100 85 80 56-664 R-SPT-A4-20200/60
300 100 120 105 160 100 85 180 56-666 R-SPT-A4-20300/160
M24 24 260 36 44 65 26 135 112 100 120 92 115 200 320 56-672 R-SPT-A4-24260/100
28 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
RAWL® R-SPT THROUGHBOLT
Installation
1. Drill a hole of required diameter and depth.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached.
4. Tighten to the recommended torque.
Specifi cation Data
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORSM6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24
30 0.6040 0.73 0.6050 0.87 0.70 0.6060 1.00 0.81 0.65 0.74 0.5080 1.00 0.83 0.70 1.00 0.74 0.61100 1.00 0.85 0.65 1.00 0.87 0.60110 0.92 0.71 1.00 0.70120 1.00 0.77 0.65 0.81 0.60140 0.88 0.75 0.61 1.00 0.74 0.60160 1.00 0.85 0.70 0.86 0.71 0.62180 0.95 0.79 1.00 0.83 0.72190 1.00 0.83 0.88 0.78210 0.91 1.0 0.89230 1.0 1.0
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M6 M8 M10 M12 M16 M20 M2430405060 0.6580 0.77 0.67100 0.88 0.75 0.68120 1.00 0.85 0.76 0.70150 1.00 0.90 0.80 0.70170 1.00 0.86 0.75 0.70210 1.00 0.85 0.79 0.70230 0.90 0.83 0.74270 1.00 0.91 0.83310 1.00 0.91350 1.00
Edge Distance Zinc Plated (Concrete Only) Spacing (Concrete Only)EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORSM6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24
30 0.6040 0.73 0.60 0.6450 0.87 0.73 0.82 0.6260 1.00 0.87 0.65 1.00 0.74 0.6080 1.00 0.83 0.65 1.00 0.80 0.67100 1.00 0.77 0.65 1.00 0.84 0.62120 0.88 0.77 0.65 1.00 0.74 0.58140 1.00 0.88 0.77 0.65 0.87 0.73 0.58160 1.00 0.88 0.74 1.00 0.82 0.66190 1.00 0.83 1.00 0.78220 0.91 0.88250 1.00 1.00
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M6 M8 M10 M12 M16 M20 M243040 0.6550 0.77 0.6560 0.88 0.77 0.6580 1.00 0.88 0.77 0.65100 1.00 0.88 0.77 0.65120 1.00 0.88 0.77150 1.00 0.88 0.74180 1.00 0.83 0.74190 0.91 0.83220 1.00 0.91260 1.00
For further explanations on calculations please see pages 10 and 11
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH REDUCED EMBEDMENT DEPTH CHARACTERISTIC EDGE
DISTANCE (mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC LOAD(kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC LOAD (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION & SHEAR (Ccr,N ) (Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr,V )
M6 6.8 7.1 3.1 3.9 2.6 3.3 4.5 4.7 2.1 2.6 1.8 2.2 60 80M8 10.5 13.6 4.9 7.5 4.1 6.3 8.5 10.1 4.0 5.6 3.3 4.7 80 100M10 15.1 18.4 7.0 10.2 5.8 8.5 10.7 15.3 5.0 8.5 4.2 7.1 100 120M12 23.7 26.6 11.0 14.8 9.2 12.3 15.0 22.9 7.0 12.7 5.8 10.6 120 150M16 36.6 50.3 17.0 28.0 14.2 23.3 23.0 42.5 10.7 23.6 8.9 19.7 160 180M20 45.7 73.3 21.2 40.7 17.7 33.9 38.0 63.2 17.6 35.1 14.7 29.3 190 260M24 52.8 94.5 24.4 52.5 20.3 43.8 48.9 87.2 22.7 48.4 18.9 40.3 250 300
Reduction Factors - Edge and Spacing Distances for Rawl® SPT.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.
Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found.
Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
RAWL® SPT Throughbolt Zinc Plated Performance Data
RAWL® SPT Throughbolt Stainless Steel Performance Data
FOR CONCRETE
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
STANDARD EMBEDMENT DEPTH REDUCED EMBEDMENT DEPTH CHARACTERISTIC EDGE
DISTANCE (mm)
CHARACTERISTIC SPACING
(mm)CHARACTERISTIC LOAD(kN)
DESIGN LOAD (factored) (kN)
RECOMMENDED LOAD (unfactored) (kN)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD (factored) (kN)
RECOMMENDED LOAD (unfactored) (kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (Ccr,N )
SHEAR (Ccr,V )
TENSION & SHEAR (Scr,N ) (Scr,V )
M6 7.6 8.0 3.5 4.4 2.9 3.7 5.0 5.7 2.3 3.2 1.9 2.7 60 80 120M8 11.1 14.7 5.1 8.1 4.3 6.8 9.2 11.3 4.3 6.3 3.6 5.3 80 100 150M10 17.5 23.1 8.1 12.8 6.8 10.7 11.1 19.3 5.2 10.7 4.3 8.9 100 110 170M12 26.3 33.5 12.2 18.6 10.2 15.5 17.2 28.7 8.0 15.9 6.7 13.3 120 140 210M16 40.5 61.4 18.8 34.1 15.7 28.4 28.1 51.8 13.0 28.8 10.8 24.0 160 180 270M20 54.3 96.0 25.1 53.3 20.9 44.4 47.1 79.4 21.8 36.5 18.2 30.4 190 210 310M24 64.7 131.2 30.0 72.9 25.0 60.8 60.9 103.4 28.2 57.5 23.5 47.9 230 230 350
Edge Distance Stainless Steel (Concrete Only) Spacing (Concrete Only)
29Technical Advisory Service e-mail: [email protected] OR [email protected]
BRASS ANCHORSFOR CONCRETE, BRICKWORK AND STONE
DESCRIPTIONBrass Anchor for medium loads.Anchor is set by torquing the screw or stud inducing expansion.Possibility of anchoring in substrates where a deep hole cannot be drilled.Surface-flush anchorage allows the attached item to be removed and refitted several times.Suitable for all screws and studs with a metric thread.
SUITABLE FOR USE IN:Non-cracked concrete ≥ 20 N/mm2 Solid Brickwork Stone
Product Information
Brass Anchors
M - THREADSIZE(mm)
D - HOLEDIAMETER
(mm)
H - HOLEDEPTH(mm)
L - ANCHORLENGTH
(mm)
QUANTITY PRODUCT CODEPACK OUTER
M5 7 22 20 100 2400 TM-05
M6 8 27 25 100 2400 TM-06
M8 10 32 30 100 2400 TM-08
M10 12 43 40 100 2400 TM-10
M12 15 40 38 50 1200 TM-12
M16 20 48 45 50 1200 TM-16
Installation
30 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
R-DCA WEDGE ANCHORFOR CONCRETE & STONE
DESCRIPTIONProvides permanently fixed threaded sockets in concrete. Allows bolts or studs to be installed and removed without damaging the anchor. Available in: zinc plated steel and stainless steel grade A4 (1.4401). Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.
SUITABLE FOR USE IN:ConcreteStone.
FEATURES1. Internally threaded to take stud or bolt.2. Easy to install by hammer action.3. Slotted sleeve and captive internal tapered wedge
to facilitate easy setting and expansion.
Product Information
Installation
1. Drill a hole of required diameter and depth.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Insert wedge anchor, slotted end first.
5. Alternatively use mechanical setting tool with appropriate drilling machine.
4. Use the setting tool to drive the internal wedge into the anchor.
R-DCA WEDGE ANCHOR - ZINC PLATED
THREADSIZE(d)
ANCHORLENGTH
(mm)( l )
THREAD LENGTH(mm)(lG )
HOLE DIAMETER
(mm)(do)
HOLE DEPTH(mm)(ho )
MAXIMUMRECOMMENDED
TORQUE(Nm)
(Tinst )
PRODUCT CODE NEW CODE
M6 25 11 8 27 4.5 77-108 WA-06M8 30 13 10 32 11 77-120 WA-08
M10 40 15 12 42 22 77-132 WA-10M12 50 20 15 52 38 77-141 WA-12M16 65 25 20 67 95 77-150 WA-16M20 80 35 25 82 185 77-162 WA-20
Manual Setting Tool
THREAD SIZE(d) PRODUCT CODE NEW CODE
M6 77-208 WA-ST-06M8 77-220 WA-ST-08
M10 77-232 WA-ST-10M12 77-241 WA-ST-12M16 77-250 WA-ST-16M20 77-262 WA-ST-20
Mechanical Setting Tool
THREAD SIZE(d) GRIP TYPE PRODUCT CODE NEW CODE
M6 SDS-plus 77-209 WA-SDS-06M8 SDS-plus 77-221 WA-SDS-08M10 SDS-plus 77-233 WA-SDS-10M12 SDS-plus 77-242 WA-SDS-12M16 SDS-max 77-251 WA-SDS-16M20 SDS-max 77-263 WA-SDS-20
R-DCA WEDGE ANCHOR - STAINLESS STEEL
THREADSIZE(d)
ANCHORLENGTH
(mm)( l )
THREAD LENGTH(mm)(lG )
HOLE DIAMETER
(mm)(do)
HOLE DEPTH(mm)(ho )
MAXIMUMRECOMMENDED
TORQUE(Nm)
(Tinst )
PRODUCT CODE NEW CODE
M6 25 11 8 27 4.5 77-608 WA-A4-06M8 30 13 10 32 11 77-620 WA-A4-08
M10 40 15 12 42 22 77-632 WA-A4-10M12 50 20 15 52 38 77-641 WA-A4-12M16 65 25 20 67 95 77-650 WA-A4-16
ETA PENDING 2007
31Technical Advisory Service e-mail: [email protected] OR [email protected]
FOR CONCRETE & STONE
R-DCA WEDGE ANCHOR
For further explanations on calculations please see pages 10 and 11
Specifi cation Data
R-DCA WEDGE ANCHOR Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE (mm) *
CHARACTERISTIC SPACING (mm)
TENSION (NRk)
SHEAR(VRk)
TENSION (NRd)
SHEAR(VRd)
TENSION (Nrec)
SHEAR (Vrec)
TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR (Scr,N) (Scr,V)
M6 7.9 4.3 3.7 2.4 3.1 2.0 80 80 90
M8 9.5 7.5 4.4 4.1 3.7 3.4 90 90 110
M10 15.9 11.8 7.4 6.6 6.2 5.5 120 120 140
M12 20.3 17.2 9.4 9.6 7.8 8.0 160 160 170
M16 31.8 32.0 14.7 17.8 12.3 14.8 220 220 250
M20 43.1 49.9 20.0 27.7 16.7 23.1 250 250 300
Reduction Factors - Edge and Spacing Distances for Wedge AnchorThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two
lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table.On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Minimum Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS EDGE (mm)
SHEAR: EDGE REDUCTION FACTORS
M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20
70 7080 1.00 80 1.0090 1.00 90 1.00100 100120 1.00 120 1.00140 140160 1.00 160 1.00190 190220 1.00 220 1.00250 1.00 250 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M6 M8 M10 M12 M16 M20
50 0.8060 0.85 0.8070 0.90 0.84 0.8090 1.00 0.92 0.86 0.80110 1.00 0.91 0.85 0.80140 1.00 0.93 0.84 0.80170 1.00 0.88 0.84210 0.94 0.89250 1.00 0.94300 1.00
* It is recommended that Wedge anchors are not installed below the “characteristic” edge distances quoted in the table above.
32 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
R-DCL LIPPED WEDGE ANCHORFOR CONCRETE & STONE
DESCRIPTIONThe Lipped Wedge Anchor provides an easy to install fixing.Allows for bolts and studs to be installed and removed without effecting the anchor. Available in zinc plated steel.Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.
SUITABLE FOR USE IN:ConcreteStone.
FEATURES1. Internally threaded to take stud or bolt.2. Easy to install flush to the surface.3. Ideal for setting in cavity ceilings.
Product Information
Installation
1. Drill a hole of required diameter and depth.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Insert wedge anchor, slotted end first.
5. Alternatively use mechanical setting tool with appropriate drilling machine.
4. Use the setting tool to drive the internal wedge into the anchor.
R-DCL WEDGE ANCHOR - Zinc plated
THREADSIZE(d)
ANCHORLENGTH
(mm)( l )
THREAD LENGTH
(mm)(lG )
HOLE DIAMETER
(mm)(do)
HOLE DEPTH(mm)(ho )
MAXIMUMRECOMMENDED
TORQUE(Nm)
(Tinst )
PRODUCT CODE NEW CODE
M6 25 11 8 27 4.5 77-908 LWA-06L
M8 30 13 10 32 11 77-920 LWA-08L
M10 40 15 12 42 22 77-932 LWA-10L
M12 50 20 15 52 38 77-941 LWA-12L
M16 65 25 20 67 95 77-950 LWA-16L
Manual Setting Tool
THREAD SIZE(d) NEW CODE PRODUCT CODE
M6 77-208 WAN-ST-06-W1
M8 77-220 WAN-ST-08-W1
M10 77-232 WAN-ST-10-W1
M12 77-241 WAN-ST-12-W1
M16 77-250 WAN-ST-16-W1
Mechanical Setting Tool
THREAD SIZE(d) GRIP TYPE NEW CODE PRODUCT CODE
M6 SDS-plus 77-209 WAN-SDS-06-W1
M8 SDS-plus 77-221 WAN-SDS-08-W1
M10 SDS-plus 77-233 WAN-SDS-10-W1
M12 SDS-plus 77-242 WAN-SDS-12-W1
M16 SDS-max 77-251 WAN-SDS-16-W1
ETA PENDING 2007
33Technical Advisory Service e-mail: [email protected] OR [email protected]
R-DCL LIPPED WEDGE ANCHORFOR CONCRETE & STONE
Specifi cation Data
R-DCL WEDGE ANCHOR Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE (mm) *
CHARACTERISTIC SPACING (mm)
TENSION (NRk)
SHEAR(VRk)
TENSION (NRd)
SHEAR(VRd)
TENSION (Nrec)
SHEAR (Vrec)
TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR (Scr,N) (Scr,V)
M6 7.9 4.3 3.7 2.4 3.1 2.0 80 80 90
M8 9.5 7.5 4.4 4.1 3.7 3.4 90 90 110
M10 15.9 11.8 7.4 6.6 6.2 5.5 120 120 140
M12 20.3 17.2 9.4 9.6 7.8 8.0 160 160 170
M16 31.8 32.0 14.7 17.8 12.3 14.8 220 220 250
Reduction Factors - Edge and Spacing Distances for Lipped Wedge Anchor.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two
lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table.On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Minimum Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS EDGE (mm)
SHEAR: EDGE REDUCTION FACTORS
M6 M8 M10 M12 M16 M6 M8 M10 M12 M16
70 7080 1.00 80 1.0090 1.00 90 1.00100 100120 1.00 120 1.00140 140160 1.00 160 1.00190 190220 1.00 220 1.00250 250
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M6 M8 M10 M12 M16
50 0.8060 0.85 0.8070 0.90 0.84 0.8090 1.00 0.92 0.86 0.80110 1.00 0.91 0.85 0.80140 1.00 0.93 0.84170 1.00 0.88210 0.94250 1.00300
* It is recommended that Wedge anchors are not installed below the “characteristic” edge distances quoted in the table above.
34 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONWorld’s most popular expanding shield anchor. Easy to use with good load carrying capacity.Ideal general purpose anchor bolt with excellent tolerance to variation in hole size.The collapsible ferrule ensures positive clamping force is transmitted to the fixture.
SUITABLE FOR USE IN:ConcreteBrickworkStone.
FEATURES1. Bolt lengths suitable for fixture thickness up to
150mm.2. Ferrule marked with hole
diameter for correct installation.3. Pressed steel segments
ensure consistent dimensional accuracy.
4. Optimum taper nut angle for maximum expansion in all substrates.
5. Shield available seperately.
Product Information
RAWLBOLT® Shield Anchor Loose Bolt
REFERENCEBOLT SIZE(d)
BOLTLENGTH
(mm)( l )
BOLT HEAD DIAMETER
(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
SHIELDLENGTH
(mm)(s)
FIXTURE THICKNESS
(mm)
HOLE DIAMETER
(mm) MINIMUM
HOLEDEPTH(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE
(Nm) PRODUCT CODE NEW CODE
MAX.(mm)(Tfi x)
MIN.(mm)(Tfi x)
IN FIXTURE(mm)(df)
IN STRUCT.(mm)(do)
30N/mm2CONCRETE
(Tinst)
20.5N/mm2BRICKWORK
(Tinst)
M6 10LM6
5510 12.5 45
100 6.5 12 50 35 70 6.5 5.0
44-015 RBL-M06/10M6 25L 70 25 44-020 RBL-M06/25M6 40L 85 40 44-025 RBL-M06/40M8 10L
M865
13 17 5010
0 9.0 14 55 40 80 15 7.544-055 RBL-M08/10
M8 25L 80 25 44-060 RBL-M08/25M8 40L 95 40 44-065 RBL-M08/40M10 10L
M10
75
17 21 60
10
0 11 16 65 50 100 27 13
44-105 RBL-M10/10M10 25L 90 25 44-110 RBL-M10/25M10 50L 115 50 44-115 RBL-M10/50M10 75L 140 75 44-120 RBL-M10/75M12 10L
M12
90
19 24 75
10
0 13 20 85 60 120 50 23
44-155 RBL-M12/10M12 25L 105 25 44-160 RBL-M12/25M12 40L 120 40 44-165 RBL-M12/40M12 60L 140 60 44-170 RBL-M12/60M16 15L
M16125
24 30 11515 0
17 25 125 95 190 120 –44-205 RBL-M16/15
M16 30L 150 30 10 44-210 RBL-M16/30M16 60L 180 60 30 44-215 RBL-M16/60M20 60L
M20195
30 37 13060 25
22 32 140 115 220 230 –44-255 RBL-M20/60
M20 100L 235 100 60 44-260 RBL-M20/100M24 100L
M24255
36 50 150100 25
26 38 160 125 240 400 –44-305 RBL-M24/100
M24 150L 300 150 100 44-310 RBL-M24/150
RAWLBOLT® SHIELD ANCHOR LOOSE BOLTFOR CONCRETE, BRICKWORK & STONE
ho
Sw
Dw
REFERENCE
SHIELDLENGTH
(mm)(s)
HOLE DIAMETER
IN STRUCTURE(mm)(do)
MINIMUM HOLE
DEPTH(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE(Nm)
PRODUCT CODE NEW CODE30N/mm2CONCRETE
(Tinst)
20.5N/mm2BRICKWORK
(Tinst)
M6S 45 12 50 35 70 6.5 5.0 44-010 RBL-M06M8S 50 14 55 40 80 15 7.5 44-050 RBL-M08M10S 60 16 65 50 100 27 13 44-100 RBL-M10M12S 75 20 85 60 120 50 23 44-150 RBL-M12M16S 115 25 125 95 190 120 – 44-200 RBL-M16M20S 130 32 140 115 220 230 – 44-250 RBL-M20M24S 150 38 160 125 240 400 – 44-300 RBL-M24
RAWLBOLT® Shield
35Technical Advisory Service e-mail: [email protected] OR [email protected]
Specifi cation Data
1. Drill a hole of required diameter and depth. Note: When fixing into brickwork, mortar joints should be avoided.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Remove bolt and washer. Insert shield and place fixture over the hole.
4. Insert bolt with washer through the fixture and tighten to the recommended torque.
Installation
RAWLBOLT® Shield Anchor Loose Bolt Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25) Brickwork = 20.5 N/mm2
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE (mm)
CHARACTERISTIC SPACING (mm)
RECOMMENDED LOAD (Unfactored) (kN)
TENSION (NRk)
SHEAR(VRk)
TENSION (NRd)
SHEAR(VRd)
TENSION (Nrec)
SHEAR (Vrec)
TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR (Scr,N) (Scr,V)
TENSION & SHEAR (Nrec) (Vrec)
M6 9.6 8.2 4.5 4.5 3.8 3.8 80 100 120 1.8
M8 12.1 12.8 5.6 7.1 4.7 5.9 100 120 150 2.3
M10 16.7 20.9 7.7 11.6 6.4 9.7 120 160 180 2.9
M12 24.6 30.5 11.4 16.9 9.5 14.1 160 180 250 4.3
M16 57.4 55.3 26.6 30.7 22.2 25.6 190 260 290Bolts above M12
are not recommended in brickwork.
M20 79.4 88.1 36.8 48.9 30.7 40.8 250 300 330 When calculating loads in brickwork, apply the published edge distance and spacing for
concrete and assume these figures to be the absolute minimums.
Concrete reduction factors must NOT be applied.
M24 99.0 122.8 45.8 68.2 38.2 56.8 280 350 420
For further explanations on calculations please see pages 10 and 11
Reduction Factors - Edge and Spacing Distances for Rawlbolt Shield Anchor Loose BoltThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.
Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found.
Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS EDGE (mm)
SHEAR: EDGE REDUCTION FACTORS
M6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24
50 0.70 60 0.5060 0.80 0.70 70 0.6470 0.90 0.80 0.70 80 0.76 0.5080 1.00 0.90 0.80 0.70 100 1.00 0.75 0.50
100 1.00 0.90 0.78 0.70 120 1.00 0.69 0.50120 1.00 0.85 0.78 0.70 160 1.00 0.85140 0.93 0.85 0.76 0.70 170 0.93 0.50160 1.00 0.93 0.82 0.76 180 1.00 0.55190 1.00 0.88 0.82 220 0.76 0.50220 0.94 0.88 260 1.00 0.75 0.50250 1.00 0.94 300 1.00 0.75280 1.00 350 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M6 M8 M10 M12 M16 M20 M24
60 0.7080 0.80 0.70100 0.90 0.80 0.70120 1.00 0.90 0.80 0.70150 1.00 0.90 0.78 0.70180 1.00 0.85 0.78 0.70210 0.93 0.85 0.78 0.70250 1.00 0.93 0.85 0.76290 1.00 0.93 0.82330 1.00 0.88370 0.94420 1.00
Brickwork ApplicationWhen installing into brickwork and there is a combined load in tension and shear, the resultant load must not exceed the quoted performance figure.
RAWLBOLT® SHIELD ANCHOR LOOSE BOLT
36 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONWorld’s most popular expanding shield anchor. Easy to use with good load carrying capacity.Ideal general purpose anchor bolt with excellent tolerance to variation in hole size.The collapsible ferrule ensures positive clamping force is transmitted to the fixture.
SUITABLE FOR USE IN:ConcreteBrickworkStone.
FEATURES1. Provides a projecting stud to support fixture
during installation and removal.2. Ferrule marked with hole diameter for correct
installation.3. Pressed steel segments ensure consistent
dimensional accuracy.4. Optimum taper nut angle for maximum
expansion in all substrates.
Product Information
RAWLBOLT® Shield Anchor Bolt Projecting
REFERENCEBOLT SIZE(d)
BOLTLENGTH
(mm)( l )
NUT DIAMETER
(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
SHIELDLENGTH
(mm)(s)
FIXTURE THICKNESS
(mm)
HOLE DIAMETER(mm) MINIMUM
HOLEDEPTH(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
MINIMUMSUBSTRATE THICKNESS
(mm)(hmin)
RECOMMENDED TORQUE
(Nm) PRODUCT CODE NEW CODE
MAX.(mm)(Tfi x)
MIN.(mm)(Tfi x)
IN FIXTURE
(mm)(df)
IN STRUCT.
(mm)(do)
30N/mm2CONCRETE
(Tinst)
20.5N/mm2BRICKWORK
(Tinst)
M6 10PM6
6510 12.5 45
100 6.5 12 50 35 70 6.5 5.0
44-505 RBP-M06/10M6 25P 80 25 44-510 RBP-M06/25M6 60P 15 60 44-515 RBP-M06/60M8 10P
M875
13 17 5010
0 9.0 14 55 40 80 15 7.544-555 RBP-M08/10
M8 25P 90 25 44-560 RBP-M08/25M8 60P 125 60 44-565 RBP-M08/60M10 15P
M1090
17 21 6015
0 11 16 65 50 100 27 1344-605 RBP-M10/15
M10 30P 105 30 44-610 RBP-M10/30M10 60P 135 60 44-615 RBP-M10/60M12 15P
M12110
19 24 7515
0 13 20 85 60 120 50 2344-655 RBP-M12/15
M12 30P 125 30 44-660 RBP-M12/30M12 75P 170 75 44-665 RBP-M12/75M16 15P
M16150
24 30 11515 0
17 25 125 95 190 120 –44-705 RBP-M16/15
M16 35P 170 35 10 44-710 RBP-M16/35M16 75P 210 75 35 44-715 RBP-M16/75M20 15P
M20170
30 37 13015 0
22 32 140 115 220 230 –44-755 RBP-M20/15
M20 30P 185 30 10 44-760 RBP-M20/30M20 100P 255 100 30 44-765 RBP-M20/100M24 75P
M24255
36 50 15075 0
26 38 160 125 240 400 –44-805 RBP-M24/75
M24 120P 300 120 75 44-810 RBP-M24/150
ho
Sw
Dw
1. Drill a hole of required diameter and depth. Note: When fixing into brickwork, mortar joints should be avoided.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Remove nut and washer and insert anchor into hole. Position fixture over the thread.
4. Add washer and nut and tighten to recommended torque.
Installation
RAWLBOLT® SHIELD ANCHOR BOLT PROJECTINGFOR CONCRETE, BRICKWORK & STONE
37Technical Advisory Service e-mail: [email protected] OR [email protected]
Specifi cation Data
RAWLBOLT® Shield Anchor Bolt Projecting Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25) BRICKWORK = 20.5 N/mm2
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE (mm)
CHARACTERISTIC SPACING (mm)
RECOMMENDED LOAD (Unfactored) (kN)
TENSION (NRk)
SHEAR(VRk)
TENSION (NRd)
SHEAR(VRd)
TENSION (Nrec)
SHEAR (Vrec)
TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR (Scr,N) (Scr,V)
TENSION & SHEAR (Nrec) (Vrec)
M6 9.6 8.2 4.5 4.5 3.8 3.8 80 100 120 1.8
M8 12.1 12.8 5.6 7.1 4.7 5.9 100 120 150 2.3
M10 16.7 20.9 7.7 11.6 6.4 9.7 120 160 180 2.9
M12 24.6 30.5 11.4 16.9 9.5 14.1 160 180 250 4.3
M16 57.4 55.3 26.6 30.7 22.2 25.6 190 260 290Bolts above M12
are not recommended in brickwork.
M20 79.4 88.1 36.8 48.9 30.7 40.8 250 300 330When calculating loads in
brickwork, apply the published edge distance and spacing for
concrete and assume these figures to be the absolute minimums.
Concrete reduction factors must NOT be applied.
M24 99.0 122.8 45.8 68.2 38.2 56.8 280 350 420
For further explanations on calculations please see pages 10 and 11
Reduction Factors - Edge and Spacing Distances for Rawlbolt Bolt ProjectingThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable,
the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required).
Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS EDGE (mm)
SHEAR: EDGE REDUCTION FACTORS
M6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24
50 0.70 60 0.5060 0.80 0.70 70 0.6470 0.90 0.80 0.70 80 0.76 0.5080 1.00 0.90 0.80 0.70 100 1.00 0.75 0.50100 1.00 0.90 0.78 0.70 120 1.00 0.69 0.50120 1.00 0.85 0.78 0.70 160 1.00 0.85140 0.93 0.85 0.76 0.70 170 0.93 0.50160 1.00 0.93 0.82 0.76 180 1.00 0.55190 1.00 0.88 0.82 220 0.76 0.50220 0.94 0.88 260 1.00 0.75 0.50250 1.00 0.94 300 1.00 0.75280 1.00 350 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M6 M8 M10 M12 M16 M20 M24
60 0.7080 0.80 0.70100 0.90 0.80 0.70120 1.00 0.90 0.80 0.70150 1.00 0.90 0.78 0.70180 1.00 0.85 0.78 0.70210 0.93 0.85 0.78 0.70250 1.00 0.93 0.85 0.76290 1.00 0.93 0.82330 1.00 0.88370 0.94420 1.00
Brickwork ApplicationWhen installing into brickwork and there is a combined load in tension and shear, the resultant load must not exceed the quoted performance figure.
RAWLBOLT® SHIELD ANCHOR BOLT PROJECTINGFOR CONCRETE, BRICKWORK & STONE
38 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONSuitable for temporary or permanent anchorage.Supplied complete with shield, washer and hex nut.Must not be used for safety harness applications or for lifting where shock load could be applied.
SUITABLE FOR USE IN:ConcreteBrickworkStone.
FEATURES1. Eye designed & manufactured for maximum
performance.2. Ferrule marked with hole diameter to ensure
correct installation.3. Pressed steel segments ensure consistent dimensional accuracy.4. Optimum geometry taper angle for maximum expansion in all substrates.
Product Information
1. Drill a hole of required diameter and depth. Note: When fixing into brickwork, mortar joints should be avoided.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Insert the Eye Bolt and position accordingly.
Installation
4. Tighten to recommended torque, using the nut (not the eye).
RAWLBOLT® Shield Anchor Eye Bolt
REFERENCEBOLT SIZE(d)
SHIELDLENGTH
(mm)(s)
OVERALL LENGTH
(mm)(l)
HOLE DIAMETER
IN STRUCTURE(mm) (do)
MINIMUM HOLE
DEPTH(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
APPROXIMATEDIAMETER
IN EYE(mm)(E)
RECOMMENDED TORQUE(Nm)
PRODUCT CODE NEW CODE30N/mm2
CONCRETE
(Tinst)
20.5N/mm2 BRICKWORK
(Tinst)
M6E M6 45 73 12 50 35 10 6.5 5 44-432 RBL-06EM8E M8 50 87 14 55 40 12 15 7.5 44-437 RBL-08E
M10E M10 60 108 16 65 50 14 27 13 44-442 RBL-10EM12E M12 75 130 20 85 60 17 50 23 44-447 RBL-12E
RAWLBOLT® SHIELD ANCHOR EYE BOLT
Specifi cation Data (Concrete Only)
RAWLBOLT® Shield Anchor Eye Bolt Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)
TENSION (NRk)
TENSION (NRd)
TENSION (Nrec)
TENSION ( Ccr,N )
TENSION(Scr,N )
OBLIQUE 45o
(Frec )SHEAR
( Ccr,V )SHEAR
(Scr,V )
M6 5.3 2.4 2.0 80 120 0.57 70 80
M8 9.6 4.5 3.8 100 150 1.67 85 100
M10 15.2 7.0 5.8 120 180 2.31 100 120
M12 22.1 10.2 8.5 160 250 3.23 130 160
For further explanations on calculations please see pages 10 and 11
For brickwork data in tension only, refer to standard Rawlbolt brickwork table on preceding pages
FOR CONCRETE, BRICKWORK & STONE
ho
39Technical Advisory Service e-mail: [email protected] OR [email protected]
DESCRIPTIONSuitable for temporary or permanent anchorage.Supplied complete with shield, washer and hex nut.Must not be used for safety harness applications or for lifting where shock load could be applied.
SUITABLE FOR USE IN:ConcreteBrickworkStone.
FEATURES1. Eye designed & manufactured for maximum
performance.2. Ferrule marked with hole diameter to ensure
correct installation.3. Pressed steel segments ensure consistent dimensional accuracy.4. Optimum geometry taper angle for maximum expansion in all substrates.
Product Information
ho
1. Drill a hole of required diameter and depth. Note: When fixing into brickwork, mortar joints should be avoided.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Insert the Hook Bolt and position accordingly.
Installation
4. Tighten to recommended torque, using the nut (not the hook).
RAWLBOLT® Shield Anchor Hook Bolt
REFERENCEBOLT SIZE(d)
SHIELDLENGTH
(mm)(s)
OVERALL LENGTH
(mm)(l)
HOLE DIAMETER
IN STRUCTURE(mm) (do)
MINIMUM HOLE
DEPTH(mm)(ho)
EFFECTIVE EMBEDMENT
DEPTH(mm)(hef)
APPROXIMATEDIAMETERIN HOOK
(mm)(H)
RECOMMENDED TORQUE(Nm)
PRODUCT CODE NEW CODE30N/mm2
CONCRETE
(Tinst)
20.5N/mm2BRICKWORK
(Tinst)
M6H M6 45 83 12 50 35 8 6.5 5 44-401 RBL-06HM8H M8 50 98 14 55 40 10 15 7.5 44-406 RBL-08H
M10H M10 60 120 16 65 50 12 27 13 44-411 RBL-10HM12H M12 75 145 20 85 60 16 50 23 44-416 RBL-12H
Specifi cation Data
RAWLBOLT® Shield Anchor Hook Bolt Performance Data
SIZE
BRICKWORK AND CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)
Tension (NRk)
Tension (NRd)
Tension (Nrec)
Tension ( Ccr,N )
Tension(Scr,N )
M6 2.2 1.0 0.8 70 80
M8 4.2 1.9 1.6 85 100
M10 6.5 3.0 2.5 100 120
M12 9.4 4.3 3.6 120 140
For further explanations on calculations please see pages 10 and 11
RAWLBOLT® SHIELD ANCHOR HOOK BOLTFOR CONCRETE, BRICKWORK & STONE
H
40 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
RAWLOK® BOLT PROJECTINGFOR CONCRETE, BRICK, BLOCK & STONE
DESCRIPTIONThe Rawlok® is a torque controlled expansion anchor comprising a split sleeve and a bolt incorporating an expander wedge. It is a through fixing, thus allowing the hole in the substrate to be drilled through the pre-positioned fixture, eliminating the need for marking out, ensuring fast and simple installation.
SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone.
FEATURES1. Bolt and drill size marked
on sleeve to ensure correct installation.2. Integral collapse feature to ensure maximum
clamping force is applied to the fixture.3. Anchor designed for optimum performance in
most base material types.3. One piece flange nut.
Product Information
RAWLOK® Bolt Projecting - Zinc plated
minimum ho
Dw
Sw
1. Drill a hole of required diameter and depth. Note: Fixing into mortar joints should be avoided.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Insert Rawlok® Sleeve Anchor through the fixture into the hole.
Installation
4. Tighten to recommended torque with torque wrench.
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
NUT DIAMETER
(mm)(AF)(Sw)
FLANGE DIAMETER
(mm)(Dw)
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x)
MINIMUM HOLE DEPTH
IN STRUCTURE(mm)(ho)
MINIMUM EFFECTIVE
EMBEDMENTDEPTH(mm)(hef)
MINIMUMSUBSTRATES THICKNESS
(mm)(hmin)
HOLE DIAMETER RECOMMENDED TIGHTENING TORQUE(Nm)(ZINC PLATED)
IN FIXTURE
(mm)(df)
IN STRUCTURE
(mm)(do)
CONCRETE30N/mm2
(Tinst)
BRICKWORK 20.5N/mm2
(Tinst)
BLOCKWORK
14N/mm2
(Tinst)
BLOCKWORK
7N/mm2
(Tinst)PRODUCT
CODE NEW CODE
M5 56 8 12 25 30 26 50 8 6.5 2.5 2.5 1.5 1.0 69-506 RLK-P-05056
M640
10 1410
35 26 55 10 8 6.0 6.0 3.0 2.069-508 RLK-P-06040
65 35 69-510 RLK-P-06065
M850
13 1710
40 36 65 12 10 11.0 11.0 6.0 4.069-514 RLK-P-08050
75 36 69-516 RLK-P-0807595 55 69-518 RLK-P-08095
M10
60
15 21
10
55 43 85 14 12 22.0 22.0 11.0 8.0
69-520 RLK-P-1006075 27 69-522 RLK-P-10070
100 50 69-524 RLK-P-10100130 80 69-525 RLK-P-10130
M12110
18 2655
60 50 90 18 16 38.0 38.0 25.0 12.069-528 RLK-P-12110
145 85 69-530 RLK-P-12145
41Technical Advisory Service e-mail: [email protected] OR [email protected]
Specifi cation Data
RAWLOK® Bolt Projecting Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD FACTORED(kN)
RECOMMENDED LOAD UNFACTORED
(kN)
CHARACTERISTIC EDGE DISTANCE (mm)
CHARACTERISTIC SPACING (mm)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (Ccr,N )
SHEAR(Ccr,V )
TENSION & SHEAR (Scr,N) (Scr,V)
M5 5.0 3.6 2.3 2.0 1.9 1.9 60 60 60
M6 6.9 5.4 3.2 3.0 2.7 2.5 70 80 80
M8 9.3 9.0 4.3 5.0 3.6 4.2 80 100 100
M10 11.4 12.6 5.3 7.0 4.4 5.8 100 120 120
M12 14.5 19.8 6.7 11.0 5.6 9.2 120 160 160
For further explanations on calculations please see pages 10 and 11When calculating loads in brickwork and blockwork apply the published edge distance and spacing for concrete and assume these figures to be the absolute minimums. Concrete reduction factors must NOT be applied.
Reduction Factors - Edge and Spacing Distances for Rawlok® Sleeve Anchor Bolt Projecting.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.
Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found.
Read off the reduction factor where the two lines intersect (interpolate as required).Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE(mm)
TENSILE: EDGE REDUCTION FACTORS EDGE(mm)
SHEAR: EDGE REDUCTION FACTORS
M5 M6 M8 M10 M12 M5 M6 M8 M10 M12
40 0.75 40 0.5850 0.87 0.79 50 0.79 0.5360 1.00 0.89 0.81 60 1.00 0.69 0.5070 1.00 0.91 0.77 70 0.84 0.62 0.4880 1.00 0.85 80 1.00 0.75 0.5890 0.92 0.81 90 0.87 0.69 0.45100 1.00 0.87 100 1.00 0.79 0.53120 1.00 120 1.00 0.69140 140 0.84160 160 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M5 M6 M8 M10 M12
40 0.8050 0.90 0.7760 1.00 0.85 0.7670 0.92 0.82 0.7580 1.00 0.88 0.8090 0.94 0.85 0.74100 1.00 0.90 0.77120 1.00 0.85140 0.92160 1.00
RAWLOK® BOLT PROJECTINGFOR CONCRETE, BRICK, BLOCK & STONE
SIZE
BRICKWORK, fck = 20.5N/mm2 BLOCKWORK, fck = 14N/mm2 BLOCKWORK, fck = 7N/mm2
CHARACTERISTIC LOAD(kN)
DESIGN LOAD(kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD(kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD(kN)
RECOMMENDED LOAD (kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR(Vrec )
M5 2.4 3.4 1.1 1.9 0.9 1.6 1.9 3.4 0.9 1.9 0.8 1.6 1.5 2.3 0.7 1.3 0.6 1.1
M6 3.7 5.2 1.7 2.9 1.4 2.4 3.2 5.2 1.5 2.9 1.3 2.4 2.4 2.5 1.1 1.4 0.9 1.2
M8 5.0 8.6 2.3 4.8 1.9 4.0 4.5 8.6 2.1 4.8 1.8 4.0 3.5 2.7 1.6 1.5 1.3 1.3
M10 6.0 10.3 2.8 5.7 2.3 4.8 5.6 10.3 2.6 5.7 2.2 4.8 4.5 3.1 2.1 1.7 1.8 1.4
M12 7.3 13.1 3.4 7.3 2.8 6.1 6.9 13.1 3.2 7.3 2.7 6.1 5.8 3.4 2.7 1.9 2.3 1.6
42 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONAll purpose expansion anchor for use in medium weight applications in brickwork, blockwork and hard masonry.Through fixing, allows drilling through pre-positioned fixture.No marking out required.Available in yellow passivated zinc plated steel and stainless steel.
SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone.
FEATURES1. 5.8 grade bolt for high
performance.2. Bolt and drill size marked on sleeve for accurate
installation.3. Integral collapse feature to ensure maximum
clamping force is applied to the fixture.4. Anchor designed for optimum performance in
most base materials.
Product Information
RAWLOK® LOOSE BOLTFOR CONCRETE, BRICK, BLOCK & STONE
RAWLOK® Loose Bolt - Zinc plated
minimum ho
Dw
S w
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
HEAD DIAMETER
(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x)
MINIMUM HOLE DEPTH
INSTRUCTURE(mm)(ho)
MINIMUMSUBSTRATES THICKNESS
(mm)(hmin)
MINIMUM EFFECTIVE
EMBEDMENTDEPTH(mm)(hef)
HOLE DIAMETER RECOMMENDED TIGHTENING TORQUE (Nm)
PRODUCT CODE NEW CODEIN
FIXTURE(mm)(df)
INSTRUCTURE
(mm)(do)
CONCRETE30N/mm2
(Tinst)
BRICKWORK20.5N/mm2
(Tinst)
BLOCKWORK14N/mm2
(Tinst)
BLOCKWORK7N/mm2
(Tinst)
M860
13 2415
45 70 32 12 10 11.0 11.0 6.0 4.069-715 RLK-L-08060
80 35 69-716 RLK-L-08080
M1070
17 3014
55 85 40 14 12 22.0 22.0 11.0 8.069-722 RLK-L-10070
100 44 69-721 RLK-L-10100
RAWLOK® Loose Bolt - Stainless Steel
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
HEAD DIAMETER
(mm)(AF)(Sw)
WASHER DIAMETER
(mm)(Dw)
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x)
MINIMUM HOLE DEPTH
INSTRUCTURE(mm)(ho)
MINIMUMSUBSTRATES THICKNESS
(mm)(hmin)
MINIMUM EFFECTIVE
EMBEDMENTDEPTH(mm)(hef)
HOLE DIAMETER RECOMMENDED TIGHTENING TORQUE (Nm)
PRODUCT CODE NEW CODEIN
FIXTURE(mm)(df)
INSTRUCTURE
(mm)(do)
CONCRETE30N/mm2
(Tinst)
BRICKWORK20.5N/mm2
(Tinst)
BLOCKWORK14N/mm2
(Tinst)
BLOCKWORK7N/mm2
(Tinst)
M6 40 10 14 10 35 55 26 10 8 6.0 6.0 3.0 2.0 69-308 RLK-A2-06040
M8 50 13 17 10 40 65 36 12 10 11.0 11.0 6.0 4.0 69-314 RLK-A2-08050
M10 75 15 21 27 55 85 43 14 12 22.0 22.0 11.0 8.0 69-322 RLK-A2-10075
RAWLOK® Countersunk - Zinc plated
BOLT SIZE(d)
BOLTLENGTH
(mm)( l )
HEAD DIAMETER
(mm)(AF)(Sw)
MAXIMUMFIXTURE
THICKNESS(mm)(Tfi x)
MINIMUM HOLE DEPTH
IN STRUCTURE
(mm)(ho)
MINIMUMSUBSTRATES THICKNESS
(mm)(hmin)
MINIMUM EFFECTIVE
EMBEDMENTDEPTH(mm)(hef)
HOLE DIAMETER RECOMMENDED TIGHTENING TORQUE (Nm)
PRODUCT CODE NEW CODEIN
FIXTURE(mm)(df)
IN STRUCTURE
(mm)(do)
CONCRETE30N/mm2
(Tinst)
BRICKWORK20.5N/mm2
(Tinst)
BLOCKWORK14N/mm2
(Tinst)
BLOCKWORK7N/mm2
(Tinst)
M553
1225
30 50 27 8 6.5 2.5 2.5 1.5 169-572 RLK-C-05053
80 46 69-574 RLK-C-05080
min.ho
W
43Technical Advisory Service e-mail: [email protected] OR [email protected]
1. Drill a hole of required diameter and depth. Note: When fixing into brickwork, mortar joints should be avoided.
2. Remove debris and thoroughly clean hole with brush and pump.
3. Insert Rawlok® Sleeve Anchor through the fixture into the hole.
Installation
4. Tighten to recommended torque with torque wrench.
Specifi cation Data
RAWLOK® Loose Bolt/Countersunk Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD FACTORED(kN)
RECOMMENDED LOAD UNFACTORED
(kN)
CHARACTERISTIC EDGE DISTANCE (mm)
CHARACTERISTIC SPACING (mm)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (Ccr,N )
SHEAR(Ccr,V )
TENSION & SHEAR (Scr,N) (Scr,V)
M5 5.0 3.6 2.3 2.0 1.9 1.7 60 60 60
M6 6.9 5.4 3.2 3.0 2.7 2.5 70 80 80
M8 9.3 9.0 4.3 5.0 3.6 4.2 80 100 100
M10 11.4 12.6 5.3 7.0 4.4 5.8 100 120 120
Reduction Factors - Edge and Spacing Distances for Rawlok® Loose Bolt.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.
Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found.
Read off the reduction factor where the two lines intersect (interpolate as required).Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS EDGE (mm)
SHEAR: EDGE REDUCTION FACTORS
M5 M6 M8 M10 M5 M6 M8 M10
40 0.75 40 0.5850 0.87 0.79 50 0.79 0.5360 1.00 0.89 0.81 60 1.00 0.69 0.5070 1.00 0.91 0.77 70 0.84 0.62 0.4880 1.00 0.85 80 1.00 0.75 0.5890 0.92 90 0.87 0.69100 1.00 100 1.00 0.79120 120 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M5 M6 M8 M10
40 0.8050 0.90 0.7760 1.00 0.85 0.7670 0.92 0.82 0.7580 1.00 0.88 0.8090 0.94 0.85100 1.00 0.90120 1.00
SIZE
BRICKWORK, fck = 20.5N/mm2 BLOCKWORK, fck = 14N/mm2 BLOCKWORK, fck = 7N/mm2
CHARACTERISTIC LOAD (kN)
DESIGN LOAD (kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD (kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC LOAD (kN)
DESIGN LOAD (kN)
RECOMMENDED LOAD (kN)
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
TENSION (NRk )
SHEAR(VRk )
TENSION (NRd )
SHEAR(VRd )
TENSION (Nrec )
SHEAR (Vrec )
M5 2.4 3.4 1.1 1.9 0.9 1.6 1.9 3.4 0.9 1.9 0.8 1.6 1.5 2.3 0.7 1.3 0.6 1.1
M6 3.7 5.2 1.7 2.9 1.4 2.4 3.2 5.2 1.5 2.9 1.3 2.4 2.4 2.5 1.1 1.4 0.9 1.2
M8 5.0 8.6 2.3 4.8 1.9 4.0 4.5 8.6 2.1 4.8 1.8 4.0 3.5 2.7 1.6 1.5 1.3 1.3
M10 6.0 10.3 2.8 5.7 2.3 4.8 5.6 10.3 2.6 5.7 2.2 4.8 4.5 3.1 2.1 1.7 1.8 1.4
RAWLOK® LOOSE BOLTFOR CONCRETE, BRICKWORK & STONE
For further explanations on calculations please see pages 10 and 11When calculating loads in brickwork and blockwork apply the published edge distance and spacing for concrete and assume these figures to be the absolute minimums. Concrete reduction factors must NOT be applied.
44 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
Product Information
RAWL R-EXP ANCHOR
DESCRIPTIONFast, economical through fixing for securing timber and metal profiles to solid brickwork and masonry.No marking out or screwing required, simply hammers through fixture into pre-drilled hole.
SUITABLE FOR USE IN:Concrete, Stone, Brickwork & Blockwork.
FEATURES1. Collar holds fixture firmly in place, no screw
required.2. Spring steel anchor expands along its full length
to provide a secure fixing.
Installation
1. Drill hole trough fixture and into substrate. Clean out debris.
2. Insert anchor. 3. Hammer until flush to surface.
1
2
FOR CONCRETE, STONE, BRICKWORK & BLOCKWORK
LOADING DIRECTION PRODUCT DIAMETER EMBEDMENT DEPTH(mm)
ULTIMATE PERFORMANCE
(kN)
SAFE WORKING LOAD(kN)
TENSION
6mmREDUCED 30 1.6 0.3
STANDARD 45 3.2 0.6
8mmREDUCED 40 4.0 0.8
STANDARD 60 6.8 1.4
SHEAR
6mmREDUCED 30 4.0 1.0
STANDARD 45 7.0 1.8
8mmREDUCED 40 9.0 2.3
STANDARD 60 14.0 3.5
PRODUCT SIZEMAXIMUM FIXTURE THICKNESS
(mm)
STANDARD REDUCED
6x40 - 10
6x50 5 20
6x60 15 30
6x80 35 50
8x70 10 30
8x90 30 50
8x110 50 70
8x130 70 90
8x150 90 110
INSTALLATION
PERFORMANCE (CONCRETE C20/25)
45Technical Advisory Service e-mail: [email protected] OR [email protected]
CONCRETE SCREWS
Product Information
MATERIALhardened steel, electro-zinc coated ~10 μm
SUITABLE FOR USE IN:Pre-drilled Ø 6mm: concrete, solid and hollow brick, clinker brick, stone, structural clay tile. Without pre-drilling: aerated concrete, timber.
INSTALLATION TIPSMinimum screw anchorage depth: for dense building materials - 30 mm,
for aerated concrete and timber - 60 mm.
FEATURES1. No expansion force therefore imposes less stress
on substrate during installation.2. Small hole diameter giving high loads.3. Easily removed for temporary works.
Installation
Concrete Frame Screw With Cylinder Head
DESCRIPTION HOLE DIAMETER(do)
SCREWHEAD TYPE QUANTITY PRODUCT
CODE
7.5 x 52 6.0 Torx 25 100 WHS-75052
7.5 x 72 6.0 Torx 25 100 WHS-75072
7.5 x 92 6.0 Torx 25 100 WHS-75092
7.5 x 112 6.0 Torx 25 100 WHS-75112
7.5 x 132 6.0 Torx 25 100 WHS-75132
7.5 x 152 6.0 Torx 25 100 WHS-75152
7.5 x 182 6.0 Torx 25 100 WHS-75182
Concrete Frame Screw With Countersunk Head
DESCRIPTION HOLE DIAMETER(do)
SCREWHEADTYPE QUANTITY PRODUCT
CODE
7.5 x 52 6.0 Torx 30 100 WHO-75052
7.5 x 72 6.0 Torx 30 100 WHO-75072
7.5 x 92 6.0 Torx 30 100 WHO-75092
7.5 x 112 6.0 Torx 30 100 WHO-75112
7.5 x 132 6.0 Torx 30 100 WHO-75132
7.5 x 152 6.0 Torx 30 100 WHO-75152
7.5 x 182 6.0 Torx 30 100 WHO-75182
1. Pre-drilled Ø 6mm in concrete, full and hollow brick, clinker brick, stone, structural clay tile. 2. Without pre-drilling in aerated concrete, timber.
Concrete Frame Screw Performance Data
BASE MATERIAL CHARACTERISTIC RESISTANCE (kN)
RECOMMENDED LOAD CAPACITY * (kN)
Concrete C20/25 5.1 1.7
Solid Brick 2.1 0.7
Aerated Concrete 1.1 0.4
Hollow Brick 0.9 0.3
BASE MATERIALPREDRILLED HOLE
DIAMETER(mm)
MINIMUM FIXTURE DEPTH(mm)
MINIMUM HOLE DEPTH(mm)
Concrete C20/25 6 30 40
Solid Brick, Hollow Brick 6 60 70
Aerated Concrete — 60 70
* Recommended load capacity for tension or shear.
FOR CONCRETE, STONE, BRICKWORK & BLOCKWORK
46 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONR-CAS is a high performance resin anchor system for use in safety critical applications. The system relies on the adhesion between the concrete and resin, which is free from expansion forces. This makes it an ideal choice where there are close edge and spacing distances.
SUITABLE FOR USE IN:Concrete.
FEATURES1. High performance.2. Quick and easy to install.3. Capsule contains exact amounts of ingredients
making it a very consistent product.4. Adhesive strength is not affected by unpolluted
water (curing time will be affected).5. Suitable for overhead applications.6. Suitable for use in wet conditions.
Product Information
RAWL® R-CAS Studs (Also suitable for all cartridge resin systems)
BASE MATERIAL TEMPERATURE (oC) > 20 11 – 20 6 – 10 1 – 5 -5 – 0
Curing time dry 30 mins 1 hour 3 hours 6 hours 15 hours
Curing time wet 1 hour 2 hours 6 hours 12 hours 30 hours
STUDTHREAD SIZE
(mm) (d)
STUD OVERALL LENGTH
(mm)(l)
NUTDIAMETER
(mm)(AF)(Sw)
WASHER DIAMETER
(mm) (Dw)
STUD PRODUCT CODES (Complete with nut and washer)
STUDSPER BOX/PACK
ZINC PLATED STAINLESS STEEL GRADE 316 A4 R-CAS Stud Drivers
PRODUCT CODE NEW CODE PRODUCT CODE NEW CODE PRODUCT CODE NEW CODE
M8 110 13 17 10 60-708 STUDS-08110 60-906 STUDS-08110-A4
Drivers supplied with studsM10 130 17 21 10 60-710 STUDS-10130 60-911 STUDS-10130-A4
M12 160 19 24 10 60-712 STUDS-12160 60-916 STUDS-12160-A4
M16 190 24 30 10 60-716 STUDS-16190 60-921 STUDS-16190-A4
M20 260 30 37 6 60-720 STUDS-20260 60-926 STUDS-20260-A4 60-731 DRIVER-M20
M24 295 36 44 6 60-724 STUDS-24295 60-931 STUDS-24295-A4 60-732 DRIVER-M24
M30 380 46 56 5 — STUDS-30380 — — 60-735 DRIVER-M30
RAWL® R-CAS Capsules
Boxes of M8 to M16 contain a socket driver suitable for a standard drill chuck. Please see accessories on page 64 for additional socket drivers.For range of internally threaded sockets see accessories page 65.
CAPSULE SIZE (d)
CAPSULE LENGTH
(mm)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER
IN CONCRETE
(mm)(do)
HOLE DIAMETER IN FIXTURE (mm)
(df)
HOLE DEPTH IN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)
(Tinst)
CAPSULES PER BOX
PRODUCT CODE NEW CODE
IN CONCRETE
M8 80 17 10 9 80 11 10 60-428 R-CAS-08M10 80 28 12 11 90 22 10 60-430 R-CAS-10M12 95 36 14 13 110 38 10 60-432 R-CAS-12M16 95 42 18 17 125 95 10 60-436 R-CAS-16M20 175 65 25 22 170 150 6 60-442 R-CAS-20M24 210 55 28 26 210 200 6 60-446 R-CAS-24M30 265 65 35 33 280 320 6 60-450 R-CAS-30
R-CAS® RAWL CAPSULE
FOR CONCRETE
47Technical Advisory Service e-mail: [email protected] OR [email protected]
Installation
1. Drill correct diameter and depth of hole for the stud or socket.
2. Clean the hole using brush and air three times.
3. Insert R-CAS capsule into the hole. Connect stud or socket to drilling machine using the appropriate driver system.
4. Offer stud or socket up to capsule and switch on machine. Drive stud or socket into capsule. To prevent over mixing, stop as soon as bottom of hole is reached. Leave undisturbed until resin has set.
5. Position fixture and tighten to recommended torque.
RAWL® R-CAS Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE (mm)
CHARACTERISTIC SPACING
(mm)
TENSION (NRk)
SHEAR(VRk)
TENSION (NRd)
SHEAR (VRd)
TENSION (Nrec)
SHEAR (Vrec)
TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V)
M8 15.4 9.9 8.3 7.9 5.9 5.7 100 130 130
M10 23.8 15.7 11.3 12.6 8.1 9.0 130 150 150
M12 35.1 22.9 15.9 18.3 11.4 13.1 150 170 170
M16 64.4 42.5 28.0 34.0 20.0 24.3 170 190 190
M20 103.9 66.8 43.3 53.4 30.9 38.2 220 220 220
M24 138.3 95.7 55.3 76.6 39.5 54.7 260 260 260
M30 213.9 152.5 85.5 122.0 61.1 87.1 340 340 340
For further explanations on calculations please see pages 10 and 11
Edge Distance (Concrete Only)
EDGE (mm)
TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M24 M30 M8 M10 M12 M16 M20 M24 M30
60 0.76 0.5070 0.82 0.75 0.58 0.5080 0.88 0.80 0.74 0.66 0.57 0.5090 0.94 0.85 0.78 0.75 0.64 0.56100 1.0 0.90 0.83 0.77 0.83 0.71 0.62 0.52110 0.95 0.87 0.81 0.92 0.78 0.69 0.58 0.50130 1.0 0.96 0.89 0.77 1.0 0.93 0.81 0.68 0.59 0.50150 1.0 0.96 0.83 0.76 1.0 0.94 0.79 0.68 0.57170 1.0 0.88 0.81 1.0 0.89 0.77 0.65 0.50190 0.94 0.86 0.75 1.0 0.86 0.73 0.56220 1.0 0.93 0.80 1.0 0.85 0.65260 1.0 0.88 1.0 0.76300 0.92 0.88340 1.0 1.0
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20 M24 M30
60 0.8070 0.83 0.8080 0.87 0.83 0.8090 0.90 0.86 0.83100 0.93 0.89 0.85 0.81110 0.97 0.91 0.87 0.83 0.80130 1.0 0.97 0.92 0.87 0.84 0.80150 1.0 0.97 0.92 0.87 0.83170 1.0 0.96 0.91 0.86 0.80190 1.0 0.95 0.89 0.82220 1.0 0.94 0.85260 1.0 0.90300 0.95340 1.0
Reduction Factors – Edge and Spacing Distances.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Specifi cation Data
R-CAS® RAWL CAPSULE
FOR CONCRETE
48 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
R-HAC® RAWL CAPSULE
DESCRIPTIONR-HAC capsule range is a high performance fixing system that offers a quick and simple method of fixing either threaded studs or rebar into solid concrete.Simply installed by hammering the stud or rebar through the capsule using a hammer or mechanical drill.Not suitable for overhead applications.
SUITABLE FOR USE IN:Concrete.
FEATURES1. High performance. 2. Quick and easy to install.3. No expensive tooling required for installation.4. Long shelf life.5. Double capsules can be used for deep
embedment.6. Ideal for starter bar applications.
Installation
1. Drill appropriate hole for anchor taking care to achieve the exact hole depth.
5. Pour new concrete.4. The rebar is simply hammered through the capsule using a manual hammer (M8 - M12) or mechanical hammer (M16 - M30). Leave undisturbed until resin has set.
3. Insert capsule(s).2. Clean the hole using brush and air three times.
RAWL® R-HAC (Studding)
CAPSULE DIAMETER
(mm)
CAPSULE LENGTH
(mm)
HOLE DIAMETER
IN CONCRETE(mm)(do)
HOLE DIAMETER IN FIXTURE
(mm)(df)
HOLE DEPTHIN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE(Nm)
(Tinst)
CAPSULES PER BOX/PACK
CAPSULES CODES
PRODUCT CODE NEW CODE
M8 85 10 9 85 6 10 60-600 R-HAC-08M10 85 12 11 85 12 10 60-601 R-HAC-10M12 95 14 13 110 20 10 60-602 R-HAC-12M16 95 18 17 140 45 10 60-603 R-HAC-16M20 140 25 22 180 100 6 60-604 R-HAC-20M24 215 28 26 210 150 6 60-605 R-HAC-24M30 270 35 32 265 300 6 60-606 R-HAC-30
Rebar
CAPSULE TYPE
REBAR NOMINAL DIAMETER
(mm)(d)
ACTUAL DIAMETER
(mm)(df)
HOLE DIAMETER IN CONCRETE
(mm) (do)
HOLEDEPTH(mm)(ho)
NUMBER OF
CAPSULES
HOLE DEPTH (mm)(ho)
NUMBER OF CAPSULES
PRODUCT CODE
PRODUCT CODE NEW CODE
M10 10 11.5 13 85 1 170 2 60-601 R-HAC-10M12 12 13.9 15 110 1 220 2 60-602 R-HAC-12M16 16 18.7 20 140 1 280 2 60-603 R-HAC-16M20 20 23.4 25 180 1 360 2 60-604 R-HAC-20M24 25 29.2 30 210 1 420 2 60-605 R-HAC-24M30 32 37.4 38 265 1 530 2 60-606 R-HAC-30
BASE MATERIAL TEMPERATURE (°C) > 20 11 – 20 1 – 10 -5 – 0
Curing time 1 hour 2 hours 5 hours 10 hours
If you are bonding rebar into reinforced concrete, where the size, position etc. of the reinforcing is known, then design principles contained within Eurocode 2 can be adopted instead of the design recommendations contained within this manual.
Product Information
FOR CONCRETE
49Technical Advisory Service e-mail: [email protected] OR [email protected]
R-HAC® RAWL CAPSULE
Reduction Factors – Edge and Spacing Distances.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
RAWL® R-HAC Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE(kN)
DESIGN RESISTANCE (Factored)
(kN)
RECOMMENDED LOAD (Unfactored)
(kN)
CHARACTERISTIC EDGE DISTANCE(mm)
CHARACTERISTIC SPACING
(mm)
TENSION(NRk)
SHEAR(VRk)
TENSION(NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec)
TENSION(Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V)
M8 12.3 9.9 6.1 7.9 4.4 5.7 80 100 100
M10 19.4 15.7 9.7 12.6 6.9 9.0 90 130 130
M12 29.2 22.9 13.9 18.3 9.9 13.1 110 150 150
M16 51.2 42.5 23.3 34.0 16.6 24.3 130 170 170
M20 76.8 66.8 33.4 53.4 23.9 38.2 150 190 210
M24 94.6 95.7 39.4 76.6 28.1 54.7 190 240 240
M30 119.6 153.3 47.9 122.6 34.2 87.6 240 280 280
Edge Distance (Concrete Only)
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M24 M30 M8 M10 M12 M16 M20 M24 M30
50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 0.82 1.00 0.94 0.83 0.68 0.50170 0.97 0.86 1.00 0.94 0.77 0.58190 1.00 0.90 1.00 0.86 0.65210 0.94 0.95 0.73240 1.00 1.00 0.85280 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20 M24 M30
50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.79130 1.00 0.97 0.91 0.86 0.82 0.80150 1.00 0.95 0.90 0.85 0.83170 1.00 0.94 0.88 0.85190 0.98 0.92 0.88210 1.00 0.95 0.91240 1.00 0.95280 1.00
Specifi cation Data
For further explanations on calculations please see pages 10 and 11
Performance is based on single capsule embedment.
FOR CONCRETE
50 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
CFS RV200 VINYLESTER STYRENE FREE RESINFOR CONCRETE AND STONE
The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.
We recommend that for embedment above 500 mm and 20 mm in diameter a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.
Stud Data
TYPICAL APPLICATIONSe Curtain wallinge Balustradinge Handrailse Canopiese Rebar
Product Information
STUD THREAD
SIZE (mm) (d)
STUD OVERALL LENGTH
(mm) (l)
WASHER DIAMETER
(mm)(Dw)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER
IN CONCRETE
(mm)(do)
HOLE DIAMETER
IN FIXTURE
(mm) (df)
STANDARD EMBEDMENT
IN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)(Tinst)
STUD PRODUCT CODES APPROX. No.
OF HOLES PER 300ML CARTRIDGE
ZINC PLATED STAINLESS STEEL GRADE 316 A4
CONCRETE NEW CODE NEW CODE
M8 110 17 17 10 9 80 11 STUDS-08110 STUDS-08110-A4 66M10 130 21 28 12 11 90 22 STUDS-10130 STUDS-10130-A4 48M12 160 24 36 14 13 110 38 STUDS-12160 STUDS-12160-A4 33M16 190 30 42 18 17 125 95 STUDS-16190 STUDS-16190-A4 22M20 260 37 90 24 22 145 150 STUDS-20260 STUDS-20260-A4 6
M20 DEEP 260 37 65 24 22 180 150 STUDS-20260 STUDS-20260-A4 5M24 295 44 95 28 26 180 200 STUDS-24295 STUDS-24295-A4 5
M24 DEEP 295 44 55 28 26 210 200 STUDS-24295 STUDS-24295-A4 4M30 380 56 65 35 33 280 320 STUDS-30380 - 2
DESCRIPTION QUANTITY PRODUCT CODE
4 FOILS & 4 NOZZLES 4 Pack CFS-RV200-4
12 FOILS & 12 NOZZLES 12 Pack CFS-RV200-12
24 FOILS 24 Pack CFS-RV200-24
RV200 Vinylester Styrene Free Resin 300 ml
QUANTITY PRODUCT CODE
4 Pack CFS-NOZ-4
24 Pack CFS-NOZ-24
CFS NOZZLE
DESCRIPTION PRODUCT CODE
300 ml CFS-GUN
CFS GUN
DESCRIPTIONRV200 is a high performance, styrene free vinylester resin that is suitable for use in concrete, and other solid masonry structures. This makes it ideal for applications where conventional expansion anchors present problems.
SUITABLE FOR USE IN:ConcreteStone
ETA PENDING 2007
Installation Solid Substrates1. Drill hole
to correct diameter and depth for stud size being used.
2. Clean the hole using brush and air three times.
3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and then pump into hole.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
Available from June 2007
BASE MATERIAL TEMPERATURE
(°C)WORKING TIME CURING TIME
-5 - 0 40 mins 6 hours0 - 5 30 mins 3 hours5 - 10 18 mins 2 hours10 - 20 12 mins 1 hour 20 mins20 - 30 6 mins 45 mins30 - 35 3 mins 25 mins> 35 1,5 mins 20 mins
51Technical Advisory Service e-mail: [email protected] OR [email protected]
CFS RV200 VINYLESTER STYRENE FREE RESINFOR CONCRETE AND STONE
Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Performance Data
Specifi cation Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE(kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)
TENSION(NRk)
SHEAR(VRk)
TENSION(NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec) TENSION
(Ccr,N)SHEAR(Ccr,V)
TENSION & SHEAR(Scr)
5,8Grade
8,8Grade
5,8Grade
8,8Grade
5,8Grade
8,8Grade
5,8Grade
8,8Grade
5,8Grade
8,8Grade
5,8Grade
8,8Grade
M8 17.2 26.9 9.9 15.4 9.1 14.1 7.9 12.3 6.5 10.1 5.7 8.8 120 135 120
M10 27.6 42.6 15.7 24.1 13.1 20.3 12.6 19.3 9.4 14.5 9.0 13.8 135 165 135
M12 39.9 54.1 22.9 35.2 18.1 24.6 18.3 28.2 12.9 17.6 13.1 20.1 165 190 165
M16 74.5 74.5 42.5 65.1 32.4 32.4 34.0 52.1 23.1 23.1 24.3 37.2 190 235 190
M20 103.3 103.3 66.8 106.4 43.0 43.0 53.4 85.1 30.7 30.7 38.2 60.8 235 255 235
M20 DEEP 115.8 115.8 66.8 106.4 48.3 48.3 53.4 85.1 34.5 34.5 38.2 60.8 255 255 255
M24 128.9 128.9 95.7 152.5 51.6 51.6 76.6 122.0 36.8 36.8 54.7 87.1 280 315 280
M24 DEEP 145.8 145.8 95.7 152.5 58.3 58.3 76.6 122.0 41.6 41.6 54.7 87.1 315 315 315
M30 210.1 210.1 155.7 248.6 77.8 77.8 124.6 198.8 55.6 55.6 89.0 142.0 440 440 440
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20 M20 DEEP M24 M24
DEEP M30
60 0.7970 0.83 0.8080 0.87 0.83 0.8090 0.91 0.86 0.83100 0.94 0.90 0.85 0.81110 0.97 0.93 0.88 0.84 0.81 0.79120 1.0 0.96 0.91 0.86 0.83 0.81 0.79 0.77135 1.0 0.94 0.90 0.86 0.84 0.81 0.80165 1.0 0.96 0.91 0.89 0.86 0.84 0.77190 1.0 0.94 0.92 0.90 0.87 0.80235 1.0 0.98 0.95 0.92 0.84255 1.0 0.97 0.94 0.86280 1.0 0.97 0.89315 1.0 0.91380 0.96440 1.0
Edge Distance (Concrete Only) Spacing (Concrete Only)
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M20 DEEP M24 M24
DEEP M30 M8 M10 M12 M16 M20 M24 M30
80 0.67 0.5890 0.75 0.67 0.65 0.53100 0.84 0.73 0.73 0.60 0.53110 0.92 0.80 0.67 0.80 0.66 0.59120 1.0 0.87 0.73 0.88 0.72 0.64 0.52125 0.92 0.77 0.66 0.92 0.76 0.67 0.55135 1.0 0.83 0.71 1.0 0.82 0.72 0.59 0.53165 1.0 0.87 0.70 0.65 1.0 0.89 0.71 0.65 0.52190 1.0 0.8 0.74 0.67 1.0 0.83 0.75 0.60210 0.89 0.82 0.74 0.67 0.9 0.83 0.66235 1.0 0.92 0.83 0.75 1.0 0.93 0.74 0.53255 1.0 0.9 0.82 1.0 0.81 0.58280 1.0 0.90 0.65 0.89 0.64315 1.0 0.73 1.0 0.72380 0.87 0.87440 1.0 1.0
52 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
CFS RM50 POLYESTER STYRENE FREE RESINFOR CONCRETE, BRICK, BLOCK AND STONE
The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.
For embedment above 500 mm and diameters above M20 please consult the Rawlplug Technical Advisory Service.
Stud Data
BASE MATERIAL TEMPERATURE
(°C)WORKING TIME CURING TIME
30 3 mins 25 mins20 7 mins 50 mins10 22 mins 1 hour 30 mins5 30 mins 3 hours 20 mins
Product Information
STUD THREAD SIZE (mm) (d)
STUD OVERALL LENGTH
(mm) (l)
WASHER DIAMETER
(mm)(Dw)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER
IN CONCRETE
(mm)(do)
HOLE DIAMETER
IN FIXTURE
(mm) (df)
Standard embedment
IN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)
(Tinst)
STUD PRODUCT CODES APPROX No.
OF HOLES PER 300ML CARTRIDGE
ZINC PLATED
STAINLESS STEEL GRADE 316 A4
CONCRETE BRICKWORK PRODUCT CODE NEW CODE PRODUCT
CODE NEW CODE
M8 110 17 17 10 9 80 11 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 66M10 130 21 28 12 11 90 22 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 48M12 160 24 36 14 13 110 38 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 33M16 190 30 42 18 17 125 95 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 22M20 260 37 90 24 22 145 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 6
M20 DEEP 260 37 55 24 22 180 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 5M24 295 44 85 28 26 180 200 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 5
M24 DEEP 295 44 55 28 26 210 200 - 60-724 STUDS-24295 60-931 STUD-24295-A4 4
Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.
RM50 Polyester Styrene Free Resin 300 ml
QUANTITY PRODUCT CODE
4 Pack CFS-NOZ-4
24 Pack CFS-NOZ-24
CFS NOZZLE
DESCRIPTION PRODUCT CODE
300 ml CFS-GUN
CFS GUN
DESCRIPTIONRM50 is a high performance, styrene free resin that is suitable for use in concrete, and other solid or hollow masonry structures. This makes it ideal for applications where conventional expansion anchors are not appropria-te.
SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone
Installation Solid Substrates
Installation Hollow Substrates & Substrates with Voids
1. Drill hole to correct diameter and depth for stud size being used.
2. Clean the hole using brush and air three times.
3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump into hole.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
1. Drill hole to correct diameter and depth for mesh sleeve being used.
2. Insert sleeve into hole.
3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump to fill sleeve.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
DESCRIPTION QUANTITY PRODUCT CODE
4 FOILS & 4 NOZZLES 4 Pack CFS-RM50-4
12 FOILS & 12 NOZZLES 12 Pack CFS-RM50-12
24 FOILS 24 Pack CFS-RM50-24
53Technical Advisory Service e-mail: [email protected] OR [email protected]
CFS RM50 POLYESTER STYRENE FREE RESINFOR CONCRETE, BRICK, BLOCK AND STONE
Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Performance Data for Reinforcement Bars
Performance Data at Standard Embedment Depth
Specifi cation Data
SIZE
RECOMMENDED LOAD (kN) (Unfactored)TENSION OR SHEAR (Frec)
BRICKWORK 20.5N/mm2
BLOCKWORK 7N/mm2
BLOCKWORK 3.5N/mm2
BLOCKWORK 2.8N/mm2
M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0
SIZES ABOVE M12 ARE NOT RECOMMENDEDM20 SIZES ABOVE M16
ARE NOT RECOMMENDEDM24
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)CHARACTERISTIC
RESISTANCE(kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)
TENSION(NRk)
SHEAR(VRk)
TENSION(NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec)
TENSION(Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V)
M8 11.5 9.9 5.1 7.9 3.6 5.7 80 100 100M10 20.0 15.7 8.3 12.6 5.9 9.0 90 130 130M12 28.7 22.9 11.5 18.3 8.2 13.1 110 150 150M16 45.7 42.5 16.6 34.0 11.9 24.3 130 170 170M20 62.0 66.8 20.9 53.4 15.0 38.2 150 190 210
M20 DEEP 69.7 66.8 23.2 53.4 16.6 38.2 180 190 230M24 79.3 95.7 26.4 76.6 18.9 54.7 190 240 240
M24 DEEP 87.9 95.7 29.3 76.6 20.9 54.7 220 240 270
For further explanations on calculations please see pages 10 and 11.
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M20 DEEP M24 M24
DEEP M8 M10 M12 M16 M20 M24
50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 0.83 0.76 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 0.90 0.81 1.00 0.94 0.83 0.68170 0.97 0.96 0.86 1.00 0.94 0.77180 1.00 0.98 0.89 0.98 0.81190 1.00 0.92 1.00 0.86220 1.00 0.97240 1.00
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20 M20 DEEP M24 M24
DEEP50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.80 0.79130 1.00 0.97 0.91 0.86 0.84 0.83 0.80150 1.00 0.95 0.90 0.87 0.86 0.83170 1.00 0.94 0.90 0.89 0.86210 1.00 0.97 0.95 0.92230 1.00 0.98 0.95240 1.00 0.97270 1.00
Edge Distance (Concrete Only) Spacing (Concrete Only)
Concrete Strength Class:C20/25 (25N/mm2 150mm Cylinder; 30N/mm2 150mm Cube).
Reinforcement Bar: Minimum Yield Strength fyk 460N/mm2.
Note: Performance based on clean holes; blown and then brushed with a stiff nylon brush.
If you are bonding rebar into reinforced concrete, where the size, position etc. of the reinforcing is known, then designprinciples containedwithin Eurocode 2 can be adopted instead of the design recommendationscontained within this manual.
REBAR DIA.(mm)
HOLE DIA. DESIGN RESISTANCE (Fd)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 10.7 13.3 16.0 18.7 21.3 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 16410 12 14.9 17.9 20.9 23.8 26.8 29.8 32.8 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 23012 15 19.6 22.9 26.1 29.4 32.6 35.9 39.2 42.4 45.7 49.0 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 30114 18 MINIMUM
REBAR DEPTH24.7 28.2 31.7 35.3 38.8 42.3 45.8 49.4 52.9 56.4 59.9 63.5 66.9 66.9 66.9 66.9 66.9 66.9 66.9 379
16 20 30.2 33.9 37.7 41.5 45.2 49.0 52.8 56.5 60.3 64.1 67.9 71.6 75.4 79.2 82.9 86.7 87.4 87.4 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 42.1 47.4 52.7 61.8 67.4 78.7 84.3 94.8 105 116 126 137 137 137 137 137 137 137 137 137 137 137 64825 32 56.9 62.6 68.3 79.7 91.1 103 114 125 137 159 182 205 214 214 214 214 214 214 214 214 93732 40 MINIMUM
REBAR DEPTH74.6 87.1 99.5 112 124 137 149 174 199 224 249 274 299 323 350 350 350 350 1406
40 50 107 121 134 148 161 188 215 241 268 295 322 349 402 456 510 546 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100
REBAR DIA.(mm)
HOLE DIA. RECOMMENDED LOAD (Frec)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 7.1 8.9 10.7 12.5 14.2 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 16410 12 9.9 11.9 13.9 15.9 17.9 19.9 21.9 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 23012 15 13.1 15.3 17.4 19.6 21.7 23.9 26.1 28.3 30.5 32.7 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 30114 18 MINIMUM
REBAR DEPTH16.5 18.8 21.1 23.5 25.9 28.2 30.5 32.9 35.3 37.6 39.9 42.3 44.6 44.6 44.6 44.6 44.6 44.6 44.6 379
16 20 20.1 22.6 25.1 27.7 30.1 32.7 35.2 37.7 40.2 42.7 45.3 47.7 50.3 52.8 55.3 57.8 58.3 58.3 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 28.1 31.6 35.1 41.2 44.9 52.5 56.2 63.2 70.3 77.3 84.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 64825 32 37.9 41.7 45.5 53.1 60.7 68.3 75.9 84 91 106 121 137 142 142 142 142 142 142 142 142 93732 40 MINIMUM
REBAR DEPTH49.7 58.1 66.3 74.7 83 91 100 116 133 149 166 182 199 216 233 233 233 233 1406
40 50 71.5 80.5 89 98 107 125 143 161 179 197 215 232 268 304 340 364 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100
When calculating loads in brickwork and blockwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.
54 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
CFS RP30 POLYESTER RESINFOR CONCRETE, BRICK, BLOCK AND STONE
The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.
For embedment above 500 mm and diameters above M20 please consult the Rawlplug Technical Advisory Service.
DESCRIPTIONRP30 is general purpose resin, for solid and hollow structures having a relatively short cure time.
Stud Data
STUD THREAD
SIZE (mm) (d)
STUD OVERALL LENGTH
(mm) (l)
WASHER DIAMETER
(mm)(Dw)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER
IN CONCRETE
(mm)(do)
HOLE DIAMETER IN FIXTURE
(mm) (df)
STANDARD EMBEDMENT
IN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)
(Tinst)
STUD PRODUCT CODESAPPROX.
No. OF HOLES
PER 300ML
CARTRIDGE
ZINC PLATED STAINLESS STEEL GRADE 316 A4
CONCRETE BRICKWORK PRODUCT CODE NEW CODE PRODUCT
CODE NEW CODE
M8 110 17 17 10 9 80 3 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 66M10 130 21 28 12 11 90 9 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 48M12 160 24 36 14 13 110 17 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 33M16 190 30 42 18 17 125 36 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 22M20 260 37 90 24 22 145 53 60-720 STUDS-20260 60-926 STUDS-20260-A4 6M24 295 44 85 28 26 180 60 60-724 STUDS-24295 60-931 STUDS-24295-A4 5
BASE MATERIAL TEMPERATURE
(°C)
WORKING TIME
CURING TIME
30 4 mins 30 mins25 7 mins 1 hour15 15 mins 2 hours
5 30 mins 3 hours
Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.Studs over 16mm diameter are not recommended in brickwork.
Product Information
SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone
RP30 Polyester Resin 300 ml
DESCRIPTION PRODUCT CODE
300 ml CFS-GUN
CFS GUN
QUANTITY PRODUCT CODE
4 Pack CFS-NOZ-4
24 Pack CFS-NOZ-24
CFS NOZZLE
Installation Solid Substrates
Installation Hollow Substrates & Substrates with Voids
1. Drill hole to correct diameter and depth for stud size being used.
2. Clean the hole using brush and air three times.
3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump into hole.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
1. Drill hole to correct diameter and depth for mesh sleeve being used.
2. Insert sleeve into hole.
3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump to fill sleeve.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
DESCRIPTION QUANTITY PRODUCT CODE
4 FOILS & 4 NOZZLES 4 Pack CFS-RP30-4
12 FOILS & 12 NOZZLES 12 Pack CFS-RP30-12
24 FOILS 24 Pack CFS-RP30-24
55Technical Advisory Service e-mail: [email protected] OR [email protected]
FOR CONCRETE, BRICK, BLOCK AND STONE
CFS RP30 POLYESTER RESIN
If you are bonding rebar into
reinforced concrete, where
the size, position etc. of the
reinforcing is known, then
design principles contained
within Eurocode 2 can be
adopted instead of the design
recommendations contained
within this manual.
Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Performance Data for Reinforcement Bars
Specifi cation Data
Performance Data at Standard Embedment Depth
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE(Factored) (kN)
RECOMMENDED LOAD (Unfactored)
(kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)TENSION(NRk)
SHEAR(VRk)
TENSION (NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec)
TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V)
M8 9.5 9.9 4.1 7.9 2.9 5.7 60 80 80M10 16.4 15.7 6.5 12.6 4.7 9.0 70 90 90M12 25.7 22.9 9.7 18.3 6.9 13.1 80 110 110M16 42.5 42.5 14.7 34.0 10.5 24.3 90 130 130M20 52.0 66.8 17.6 53.4 12.6 38.2 110 150 150M24 61.9 95.7 20.0 76.6 14.3 54.7 130 170 170
SIZE
RECOMMENDED LOAD (kN) (Unfactored)TENSION OR SHEAR (Frec)
BRICKWORK 20.5N/mm2
BLOCKWORK 7N/mm2
BLOCKWORK 3.5N/mm2
BLOCKWORK 2.8N/mm2
M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0
SIZES ABOVE M12 ARE NOT RECOMMENDEDM20 SIZES ABOVE M16
ARE NOT RECOMMENDEDM24
Edge Distance (Concrete Only)
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORSM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
40 0.80 0.5050 0.90 0.83 0.62 0.5660 1.00 0.91 0.85 0.75 0.66 0.5470 1.00 0.92 0.87 0.78 0.6480 1.00 0.93 1.00 0.89 0.72 0.6290 1.00 0.89 0.85 1.00 0.82 0.69 0.60100 0.95 0.89 0.91 0.77 0.66 0.60110 1.00 0.95 1.00 0.84 0.73 0.66130 1.00 1.00 0.86 0.73150 1.00 0.86170 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORSM8 M10 M12 M16 M20 M24
40 0.8050 0.85 0.8260 0.90 0.87 0.8270 0.95 0.91 0.8580 1.00 0.95 0.89 0.8590 1.00 0.93 0.88 0.84100 0.96 0.91 0.87 0.84110 1.00 0.94 0.89 0.87130 1.00 0.95 0.89150 1.00 0.95170 1.00
For further explanations on calculations please see pages 10 and 11.
Concrete Strength Class:C20/25 (25N/mm2 150mm Cylinder; 30N/mm2 150mm Cube).
Reinforcement Bar: Minimum Yield Strength fyk 460N/mm2.
Note: Performance based on clean holes; blown and then brushed with a stiff nylon brush.
REBAR DIA.(mm)
HOLE DIA.
DESIGN RESISTANCE (Fd)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 10.0 12.4 14.9 17.4 19.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 17610 12 13.9 16.7 19.5 22.3 25.0 27.8 30.6 33.4 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 24612 15 18.3 21.3 24.4 27.4 30.5 33.5 36.6 39.6 42.7 45.7 48.8 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 32314 18 MINIMUM
REBAR DEPTH23.0 26.3 29.6 32.9 36.2 39.5 42.8 46.1 49.4 52.7 56.0 59.2 62.5 65.8 66.9 66.9 66.9 66.9 66.9 407
16 20 28.1 31.7 35.2 38.7 42.2 45.7 49.3 52.8 56.3 59.8 63.3 66.9 70.4 73.9 77.4 80.9 84.4 87.4 497 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 39.3 44.3 49.2 54.1 59.0 68.8 78.7 88.5 98.3 108 118 128 137 137 137 137 137 137 137 137 137 137 69425 32 53.0 58.3 63.6 74.2 84.8 95.4 106 117 127 138 148 170 191 212 214 214 214 214 214 214 100732 40 MINIMUM
REBAR DEPTH69.3 80.9 92.4 104 116 127 139 150 162 185 208 321 277 323 350 350 350 350 1514
40 50 99.3 112 124 137 149 161 174 199 224 248 298 348 397 447 497 546 2200 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200
REBAR DIA.(mm)
HOLE DIA.
RECOMMENDED LOAD (Frec)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 6.7 8.3 9.9 11.6 13.3 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 17610 12 9.3 11.1 13.0 14.9 16.7 18.5 20.4 22.3 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 24612 15 12.2 14.2 16.3 18.3 20.3 22.3 24.4 26.4 28.5 30.5 32.5 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32314 18 MINIMUM
REBAR DEPTH15.3 17.5 19.7 21.9 24.1 26.3 28.5 30.7 32.9 35.1 37.3 39.5 41.7 43.9 44.6 44.6 44.6 44.6 44.6 407
16 20 18.7 21.1 23.5 25.8 28.1 30.5 32.9 35.2 37.5 39.9 42.2 44.6 46.9 49.3 51.6 53.9 56.3 58.3 497DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 26.2 29.5 32.8 36.1 39.3 45.9 52.5 59.0 65.5 72.1 78.7 85.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 69425 32 35.3 38.9 42.4 49.5 56.5 63.6 70.7 78 85 92 99 113 127 141 142 142 142 142 142 142 100732 40 MINIMUM
REBAR DEPTH 46.2 53.9 61.6 69.3 77 85 92 100 108 123 139 154 185 216 233 233 233 233 1514
40 50 66.2 74.5 83 91 99 108 116 132 149 166 199 232 265 298 331 364 2200DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200
When calculating loads in brickwork and blockwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.
56 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
DESCRIPTIONR-KEX is a high performance two component epoxy resin system. The epoxy resin is odourless and solvent free, and is ideal for anchoring threaded rod and internally threaded sockets.
SUITABLE FOR USE IN:Concrete.
NB. NOT SUITABLE FOR OVERHEAD APPLICATIONS
FEATURES1. Solvent free.2. Suitable for variable embedment.3. Can be used in damp conditions.4. High performance especially rebar/starter
bar applications.5. Product has low shrinkage.
INSTALLATIONSolid substrates
Installation
1. Drill hole to correct diameter and depth for stud size being used.
2. Clean the hole using brush and air three times.
3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until an even colour and then pump into hole.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
R-KEX® RAWL CARTRIDGE
Curing Times
BASE MATERIAL TEMPERATURE (°C) WORKING TIME CURING TIME
25 12 mins 5 hours
20 25 mins 9 hours
15 75 mins 20 hours
5 120 mins 35 hours
The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.
Suitable for greater than standard embedment for enhanced performance.
We recommend that for embedment above 500mm and 20mm in diameter, a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.
Cartridge & Stud Data
STUD THREAD
SIZE (mm) (d)
STUD OVERALL LENGTH
(mm) (l)
WASHER DIAMETER
(mm)(Dw)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER IN
CONCRETE(mm)(do)
HOLE DIAMETER IN
FIXTURE(mm) (df)
STANDARD EMBEDMENTIN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)
(Tinst)
STAINLESS STEEL GRADE 303 A2APPROX No. OF HOLES
PER 400ML CARTRIDGE
ZINC PLATED STAINLESS STEEL GRADE 316 A4
PRODUCT CODE NEW CODE PRODUCT
CODE NEW CODE
M8 110 17 17 10 9 80 11 60-708 STUDS-08110 60-906 STUDS-08110-A4 88M10 130 21 28 12 11 90 22 60-710 STUDS-10130 60-911 STUDS-10130-A4 64M12 160 24 36 14 13 110 38 60-712 STUDS-12160 60-916 STUDS-12160-A4 44M16 190 30 42 18 17 125 95 60-716 STUDS-16190 60-921 STUDS-16190-A4 29M20 260 37 65 24 22 170 150 60-720 STUDS-20260 60-926 STUDS-20260-A4 8M24 295 44 55 28 26 210 200 60-724 STUDS-24295 60-931 STUDS-24295-A4 5M30 380 56 65 35 33 280 320 — STUDS-30380 — — 2
60-170R-KEX-400(400ml)
Product Information
FOR CONCRETE
57Technical Advisory Service e-mail: [email protected] OR [email protected]
R-KEX® RAWL CARTRIDGE
For further explanations on calculations please see pages 10 and 11
Specifi cation Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE(kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE (mm) CHARACTERISTIC SPACING
TENSION (NRk) SHEAR (VRk) TENSION (NRd) SHEAR (VRd) TENSION (Nrec) SHEAR (Vrec) TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V) 5.8
Grade8.8
Grade5.8
Grade8.8
Grade5.8
Grade8.8
Grade5.8
Grade8.8
Grade5.8
Grade8.8
Grade5.8
Grade8.8
Grade
M8 15.3 21.5 9.9 15.4 8.1 11.9 7.9 12.3 5.8 8.5 5.7 8.8 100 130 130
M10 22.7 33.8 15.7 24.1 10.8 17.8 12.6 19.3 7.7 12.8 9.0 13.8 130 150 150
M12 34.5 52.9 22.9 35.2 15.7 26.1 18.3 28.2 11.2 18.7 13.1 20.1 150 170 170
M16 63.1 73.4 42.5 65.1 26.3 36.3 34.0 52.1 18.8 26.0 24.3 37.2 170 190 190
M20 100.5 110.2 66.8 106.4 41.9 52.5 53.4 85.1 29.9 37.5 38.2 60.8 220 220 220
M24 128.1 136.1 95.7 152.5 51.2 63.7 76.6 122.0 36.6 45.5 54.7 87.1 260 260 260
M30 178.4 194.0 155.7 248.6 71.4 88.2 124.6 198.8 51.0 63.0 89.0 142.0 340 340 340
Performance Data at Standard Embedment Depth
Concrete Strength Class:C20/25 (25N/mm2 150mm Cylinder; 30N/mm2 150mm Cube).
Reinforcement Bar: Minimum Yield Strength fyk 460N/mm2.
Note: Performance based on clean holes; blown and then brushed with a stiff nylon brush.
Performance Data for Reinforcement Bars
REBAR DIA.(mm)
HOLE DIA.
DESIGN RESISTANCE (Fd)(kN)
EMBEDMENT DEPTH TO
FAIL RE-BAR(mm)
8 10 12.8 16.0 19.2 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 13710 12 17.9 21.5 25.0 28.6 32.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 19112 15 23.5 27.4 31.3 35.3 39.2 43.1 47.0 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 25114 18 MINIMUM
REBAR DEPTH29.6 33.9 38.1 42.3 46.5 50.8 55.0 59.2 63.5 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 316
16 20 36.2 40.7 45.2 49.8 54.3 58.8 63.3 67.9 72.4 76.9 81.4 86.0 87.4 87.4 87.4 87.4 87.4 87.4 386DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 50.6 56.9 63.2 69.5 75.9 88.5 101 114 126 137 137 137 137 137 137 137 137 137 137 137 137 137 54025 32 68.7 75.6 82.5 96.2 110 124 137 151 165 192 214 214 214 214 214 214 214 214 214 214 77732 40 MINIMUM
REBAR DEPTH90.6 106 121 136 151 166 181 212 242 272 302 332 350 350 350 350 350 350 1158
40 50 131 148 164 180 197 230 262 295 328 361 393 426 459 492 525 546 1667DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700
REBAR DIA
(mm)
HOLE DIA.
RECOMMENDED LOAD (Frec)(kN)
EMBEDMENT DEPTH TO
FAIL RE-BAR(mm))
8 10 8.5 10.7 12.8 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 13710 12 11.9 14.3 16.7 19.1 21.5 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 19112 15 15.7 18.3 20.9 23.5 26.1 28.7 31.3 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 25114 18 MINIMUM
REBAR DEPTH19.7 22.6 25.4 28.2 31.0 33.9 36.7 39.5 42.3 44.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 316
16 20 24.1 27.1 30.1 33.2 36.2 39.2 42.2 45.3 48.3 51.3 54.3 57.3 58.3 58.3 58.3 58.3 58.3 58.3 386DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 33.7 37.9 42.1 46.3 50.6 59.0 67.5 75.9 84.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 54025 32 45.8 50.4 55.0 64.1 73.3 82.5 91.6 101 110 128 142 142 142 142 142 142 142 142 142 142 77732 40 MINIMUM
REBAR DEPTH60.4 70.5 80.5 90.7 101 111 121 141 161 181 201 222 233 233 233 233 233 233 1158
40 50 87.4 98.3 109 120 131 153 175 197 219 240 262 284 306 328 350 364 1667DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700
If you are bonding rebar into reinforced concrete, where the size, position etc. of the reinforcing is known, then designprinciples containedwithin Eurocode 2 can be adopted instead of the design recommendationscontained within this manual.
Spacing (Concrete Only)Edge Distance (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20 M24 M3060 0.8070 0.83 0.8080 0.87 0.83 0.8090 0.90 0.86 0.83100 0.93 0.89 0.85 0.81110 0.97 0.91 0.87 0.83 0.80130 1.00 0.97 0.92 0.87 0.84 0.80150 1.00 0.97 0.92 0.87 0.83170 1.00 0.96 0.91 0.86 0.80190 1.00 0.95 0.89 0.82220 1.00 0.94 0.85260 1.00 0.90300 0.95340 1.00
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M24 M30 M8 M10 M12 M16 M20 M24 M3060 0.76 0.5070 0.82 0.75 0.58 0.5080 0.88 0.80 0.74 0.66 0.57 0.5090 0.94 0.85 0.78 0.75 0.64 0.56100 1.00 0.90 0.83 0.77 0.83 0.71 0.62 0.52110 0.95 0.87 0.81 0.92 0.78 0.69 0.58 0.50130 1.00 0.96 0.89 0.77 1.00 0.93 0.81 0.68 0.59 0.50150 1.00 0.96 0.83 0.76 1.00 0.94 0.79 0.68 0.57170 1.00 0.88 0.81 1.00 0.89 0.77 0.65 0.50190 0.94 0.86 0.75 1.00 0.86 0.73 0.56220 1.00 0.93 0.80 1.00 0.85 0.65260 1.00 0.86 1.00 0.76300 0.92 0.88340 1.00 1.00
Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables (next page) must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this fac-tor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
FOR CONCRETE
58 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
R-KEA® RAWL CARTRIDGE
DESCRIPTIONR-KEA is specially formulated Epoxy Acrylate/Vinyl Ester resin, which offers protection in damp and corrosive applications, as well as giving high loads in concrete.
SUITABLE FOR USE IN:Concrete.
NB. NOT SUITABLE FOR OVERHEAD APPLICATIONS
FEATURES1. Easy to extrude.2. Short working and curing times.3. Ideal for close edge and spacing
applications.
Curing Times
BASE MATERIAL TEMPERATURE (°C) WORKING TIME CURING TIME
30 3 mins 20 mins25 5 mins 30 mins15 10 mins 1 hour
5 20 mins 2 hours
3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until an even colour and then pump into hole.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
2. Clean the hole using brush and air three times.
Installation
1. Drill hole to correct diameter and depth for stud size being used.
INSTALLATIONSolid substrates
Cartridge & Stud Data
The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.
Suitable for greater than standard embedment for enhanced performance.
We recommend that for embedment above 500mm and 20mm in diameter, a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.
STUD THREAD
SIZE (mm) (d)
STUD OVERALL LENGTH
(mm) (l)
WASHER DIAMETER
(mm)(Dw)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER
IN CONCRETE (mm)(do)
HOLE DIAMETER IN FIXTURE
(mm) (df)
STANDARD EMBEDMENT IN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)
(Tinst)
STUD PRODUCT CODES APPROX No.
OF HOLES PER 380ML CARTRIDGE
ZINC PLATED STAINLESS STEEL GRADE 316 A4
PRODUCT CODE NEW CODE PRODUCT
CODE NEW CODE
M8 110 17 17 10 9 80 11 60-708 STUDS-08110 60-906 STUDS-08110-A4 84M10 130 21 28 12 11 90 22 60-710 STUDS-10130 60-911 STUDS-10130-A4 61M12 160 24 36 14 13 110 38 60-712 STUDS-12160 60-916 STUDS-12160-A4 42M16 190 30 42 18 17 125 95 60-716 STUDS-16190 60-921 STUDS-16190-A4 28M20 260 37 90 24 22 145 150 60-720 STUDS-20260 60-926 STUDS-20260-A4 7M24 295 44 85 28 26 180 200 60-724 STUDS-24295 60-931 STUDS-24295-A4 6
Product Information
60-852R-KEA-380(380ml)
FOR CONCRETE
59Technical Advisory Service e-mail: [email protected] OR [email protected]
R-KEA® RAWL CARTRIDGE
Specifi cation Data
Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE(kN) DESIGN RESISTANCE (Factored)(kN) RECOMMENDED LOAD (Unfactored)
(kN)CHARACTERISTIC EDGE DISTANCE
(mm)CHARACTERISTIC SPACING
(mm)
TENSION(NRk)
SHEAR(VRk)
TENSION(NRd)
SHEAR (VRd)
TENSION(Nrec)
SHEAR(VRec)
TENSION(Ccr,N)
SHEAR (Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V)
M8 14.3 9.9 6.3 7.9 4.5 5.7 80 100 100M10 22.4 15.7 9.6 12.6 6.9 9.0 90 130 130M12 30.6 22.9 12.4 18.3 8.9 13.1 110 150 150M16 48.7 42.5 19.4 34.0 13.9 24.3 130 170 170M20 67.1 66.8 25.2 53.4 18.0 38.2 150 190 210M24 81.7 95.7 28.2 76.6 20.1 54.7 190 240 240
Edge Distance (Concrete Only)
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56
100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 1.00 0.94 0.83 0.68170 0.97 1.00 0.94 0.77190 1.00 1.00 0.86210 0.95240 1.00
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20 M24
50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81
100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.79130 1.00 0.97 0.91 0.86 0.82150 1.00 0.95 0.90 0.85170 1.00 0.94 0.88190 0.98 0.92210 1.00 0.95240 1.00
REBAR DIA.(mm)
HOLE DIA.
DESIGN RESISTANCE (Fd)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 11.4 14.2 17.1 19.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 15410 12 15.9 19.1 22.3 25.4 28.6 31.8 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 21512 15 20.9 24.4 27.9 31.3 34.8 38.3 41.8 45.3 48.8 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 28314 18 MINIMUM
REBAR DEPTH26.3 30.1 33.9 37.6 41.4 45.1 48.9 52.7 56.4 60.2 63.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 356
16 20 32.2 36.2 40.2 44.2 48.3 52.3 56.3 60.3 64.3 68.4 72.4 76.4 80.4 84.4 87.4 87.4 87.4 87.4 435 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 45.0 50.6 56.2 61.8 67.4 78.7 89.9 101 112 124 135 137 137 137 137 137 137 137 137 137 137 137 60825 32 60.9 67.0 73.0 85.2 97.4 110 122 134 146 170 195 214 214 214 214 214 214 214 214 214 87732 40 MINIMUM
REBAR DEPTH80.0 93.3 107 120 133 147 160 187 213 240 267 293 320 347 350 350 350 350 1312
40 50 115 130 144 159 173 202 231 259 288 317 346 375 403 461 519 546 1897 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1600 1800 2000
REBAR DIA.(mm)
HOLE DIA.
RECOMMENDED LOAD (Frec)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 7.6 9.5 11.4 13.3 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 15410 12 10.6 12.7 14.9 16.9 19.1 21.2 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 21512 15 13.9 16.3 18.6 20.9 23.2 25.5 27.9 30.2 32.5 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 28314 18 MINIMUM
REBAR DEPTH17.5 20.1 22.6 25.1 27.6 30.1 32.6 35.1 37.6 40.1 42.6 4.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 356
16 20 21.5 24.1 26.8 29.5 32.2 34.9 37.5 40.2 42.9 45.6 48.3 50.9 53.6 56.3 58.3 58.3 58.3 58.3 435DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 30.0 33.7 37.5 41.2 44.9 52.5 59.9 67.5 74.9 82.4 89.9 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 60825 32 40.6 44.7 48.7 56.8 64.9 73.1 81.1 89 97 114 130 142 142 142 142 142 142 142 142 142 87732 40 MINIMUM
REBAR DEPTH53.3 62.2 71.1 80.0 89 98 107 124 142 160 178 195 213 231 233 233 233 233 1312
40 50 76.8 86.4 96 106 115 134 154 173 192 211 230 250 269 307 346 364 1897DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1600 1800 2000
Performance Data at Standard Embedment Depth
For further explanations on calculations please see pages 10 and 11
Concrete Strength Class:C20/25 (25N/mm2 150mm Cylinder; 30N/mm2 150mm Cube).
Reinforcement Bar: Minimum Yield Strength fyk 460N/mm2.
Note: Performance based on clean holes; blown and then brushed with a stiff nylon brush.
Performance Data for Reinforcement Bars
If you are bonding rebar into reinforced concrete, where the size, position etc. of the reinforcing is known, then designprinciples containedwithin Eurocode 2 can be adopted instead of the design recommendationscontained within this manual.
FOR CONCRETE
60 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.
Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.
We recommend that for embedment above 500mm and 20mm in diameter a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.
DESCRIPTIONR-KEM+ is a high performance, styrene free system that is suitable for use in concrete, and other solid or hollow masonry structures. This makes it ideal for applications where conventional expansion anchors present problems.
SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone
FEATURES1. Suitable for solid and hollow substrates.2. Suitable for overhead applications (with care).3. R-KEM+ fits a standard mastic gun.4. Styrene free.5. Suitable for use in confined spaces
Installation
INSTALLATIONSolid substrates
INSTALLATIONHollow substrates & substrates with voids
1. Drill hole to correct diameter and depth for stud size being used.
2. Clean the hole using brush and air three times.
3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until an even colour and then pump into hole.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
1. Drill hole to correct diameter and depth for mesh sleeve size being used.
2. Insert sleeve into hole. 4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has set and then attach fixture.
3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until even colour. Then insert nozzle and pump to fill sleeve.
60-270R-KEM-300(300ml)
Cartridge & Stud Data
Curing Times
BASE MATERIAL TEMPERATURE (°C) WORKING TIME CURING TIME
30 3 mins 25 mins20 7 mins 50 mins10 22 mins 1 hour 30 mins5 30 mins 3 hours 20 mins
Product Information
STUD THREAD SIZE (mm) (d)
STUD OVERALL LENGTH
(mm) (l)
WASHER DIAMETER
(mm)(Dw)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER
IN CONCRETE
(mm)(do)
HOLE DIAMETER
IN FIXTURE
(mm) (df)
STANDARD EMBEDMENT
IN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)
(Tinst)
STUD PRODUCT CODESAPPROX No. OF HOLES
PER 300ML CARTRIDGE
ZINC PLATED
STAINLESS STEEL GRADE 316 A4
CONCRETE BRICKWORK PRODUCT CODE NEW CODE PRODUCT
CODE NEW CODE
M8 110 17 17 10 9 80 11 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 66M10 130 21 28 12 11 90 22 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 48M12 160 24 36 14 13 110 38 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 33M16 190 30 42 18 17 125 95 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 22M20 260 37 90 24 22 145 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 6
M20 DEEP 260 37 55 24 22 180 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 5M24 295 44 85 28 26 180 200 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 5
M24 DEEP 295 44 55 28 26 210 200 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 4
R-KEM+® RAWL CARTRIDGE
FOR CONCRETE, BRICK, BLOCK AND STONE
61Technical Advisory Service e-mail: [email protected] OR [email protected]
R-KEM+® RAWL CARTRIDGE
FOR CONCRETE, BRICK, BLOCK AND STONE
Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Performance Data for Reinforcement Bars
REBAR DIA.(mm)
HOLE DIA. DESIGN RESISTANCE (Fd)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 10.7 13.3 16.0 18.7 21.3 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 16410 12 14.9 17.9 20.9 23.8 26.8 29.8 32.8 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 23012 15 19.6 22.9 26.1 29.4 32.6 35.9 39.2 42.4 45.7 49.0 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 30114 18 MINIMUM
REBAR DEPTH24.7 28.2 31.7 35.3 38.8 42.3 45.8 49.4 52.9 56.4 59.9 63.5 66.9 66.9 66.9 66.9 66.9 66.9 66.9 379
16 20 30.2 33.9 37.7 41.5 45.2 49.0 52.8 56.5 60.3 64.1 67.9 71.6 75.4 79.2 82.9 86.7 87.4 87.4 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 42.1 47.4 52.7 61.8 67.4 78.7 84.3 94.8 105 116 126 137 137 137 137 137 137 137 137 137 137 137 64825 32 56.9 62.6 68.3 79.7 91.1 103 114 125 137 159 182 205 214 214 214 214 214 214 214 214 93732 40 MINIMUM
REBAR DEPTH74.6 87.1 99.5 112 124 137 149 174 199 224 249 274 299 323 350 350 350 350 1406
40 50 107 121 134 148 161 188 215 241 268 295 322 349 402 456 510 546 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100
Performance Data at Standard Embedment Depth
REBAR DIA.(mm)
HOLE DIA. RECOMMENDED LOAD (Frec)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 7.1 8.9 10.7 12.5 14.2 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 16410 12 9.9 11.9 13.9 15.9 17.9 19.9 21.9 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 23012 15 13.1 15.3 17.4 19.6 21.7 23.9 26.1 28.3 30.5 32.7 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 30114 18 MINIMUM
REBAR DEPTH16.5 18.8 21.1 23.5 25.9 28.2 30.5 32.9 35.3 37.6 39.9 42.3 44.6 44.6 44.6 44.6 44.6 44.6 44.6 379
16 20 20.1 22.6 25.1 27.7 30.1 32.7 35.2 37.7 40.2 42.7 45.3 47.7 50.3 52.8 55.3 57.8 58.3 58.3 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 28.1 31.6 35.1 41.2 44.9 52.5 56.2 63.2 70.3 77.3 84.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 64825 32 37.9 41.7 45.5 53.1 60.7 68.3 75.9 84 91 106 121 137 142 142 142 142 142 142 142 142 93732 40 MINIMUM
REBAR DEPTH49.7 58.1 66.3 74.7 83 91 100 116 133 149 166 182 199 216 233 233 233 233 1406
40 50 71.5 80.5 89 98 107 125 143 161 179 197 215 232 268 304 340 364 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100
Specifi cation Data
SIZE
RECOMMENDED LOAD (kN) (Unfactored)TENSION OR SHEAR (Frec)
BRICKWORK 20.5N/mm2
BLOCKWORK 7N/mm2
BLOCKWORK 3.5N/mm2
BLOCKWORK 2.8N/mm2
M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0
SIZES ABOVE M12 ARE NOT RECOMMENDEDM20 SIZES ABOVE M16
ARE NOT RECOMMENDEDM24
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)CHARACTERISTIC
RESISTANCE(kN)
DESIGN RESISTANCE (Factored) (kN)
RECOMMENDED LOAD (Unfactored) (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)
TENSION(NRk)
SHEAR(VRk)
TENSION(NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec)
TENSION(Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V)
M8 11.5 9.9 5.1 7.9 3.6 5.7 80 100 100M10 20.0 15.7 8.3 12.6 5.9 9.0 90 130 130M12 28.7 22.9 11.5 18.3 8.2 13.1 110 150 150M16 45.7 42.5 16.6 34.0 11.9 24.3 130 170 170M20 62.0 66.8 20.9 53.4 15.0 38.2 150 190 210
M20 DEEP 69.7 66.8 23.2 53.4 16.6 38.2 180 190 230M24 79.3 95.7 26.4 76.6 18.9 54.7 190 240 240
M24 DEEP 87.9 95.7 29.3 76.6 20.9 54.7 220 240 270
For further explanations on calculations please see pages 10 and 11.
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORS
M8 M10 M12 M16 M20 M20 DEEP M24 M24
DEEP M8 M10 M12 M16 M20 M24
50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 0.83 0.76 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 0.90 0.81 1.00 0.94 0.83 0.68170 0.97 0.96 0.86 1.00 0.94 0.77180 1.00 0.98 0.89 0.98 0.81190 1.00 0.92 1.00 0.86220 1.00 0.97240 1.00
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORS
M8 M10 M12 M16 M20 M20 DEEP M24 M24
DEEP50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.80 0.79130 1.00 0.97 0.91 0.86 0.84 0.83 0.80150 1.00 0.95 0.90 0.87 0.86 0.83170 1.00 0.94 0.90 0.89 0.86210 1.00 0.97 0.95 0.92230 1.00 0.98 0.95240 1.00 0.97270 1.00
Edge Distance (Concrete Only) Spacing (Concrete Only)
Concrete Strength Class:C20/25 (25N/mm2 150mm Cylinder; 30N/mm2 150mm Cube).
Reinforcement Bar: Minimum Yield Strength fyk 460N/mm2.
Note: Performance based on clean holes; blown and then brushed with a stiff nylon brush.
If you are bonding rebar into reinforced concrete, where the size, position etc. of the reinforcing is known, then designprinciples containedwithin Eurocode 2 can be adopted instead of the design recommendationscontained within this manual.
When calculating loads in brickwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.
62 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
R-KF2/KSF® RAWL CARTRIDGE
FOR CONCRETE, BRICK, BLOCK AND STONE
The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.
We recommend that embedment above 500mm and 20mm in diameter a power operated resin gun should be used.
Please contact the Rawl Technical Advisory Service for further advice.
DESCRIPTIONR-KF2 and R-KSF are general purpose resins, for solid and hollow structures with both products having a relatively short cure time.
SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStoneOverhead Applications
FEATURES1. Suitable for Solid and Hollow
substrates.2. 150ml R-KSF is ideal for small
applications.3. R-KSF fits a standard
mastic gun.4. R-KSF Odourless and
Styrene free.
Installation
INSTALLATIONSolid substrates
1. Drill hole to correct diameter and depth for stud size being used.
2. Clean the hole using brush and air three times.
3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until an even colour and then pump into hole.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.
INSTALLATIONHollow substrates & substrates with voids
1. Drill hole to correct diameter and depth for mesh sleeve size being used.
2. Insert sleeve into hole. 3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until even colour. Then insert nozzle and pump to fill sleeve.
4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has set and then attach fixture.
60-200R-KF2-380(380ml)
60-150R-KSF-150(150ml)
Cartridge & Stud Data
STUD THREAD
SIZE (mm) (d)
STUD OVERALL LENGTH
(mm) (l)
WASHER DIAMETER
(mm)(Dw)
MAXIMUM FIXTURE
THICKNESS (mm) (Tfi x)
HOLE DIAMETER
IN CONCRETE
(mm)(do)
HOLE DIAMETER IN FIXTURE
(mm) (df)
STANDARD EMBEDMENT
IN CONCRETE
(mm)(ho)
RECOMMENDED TORQUE (Nm)
(Tinst)
STUD PRODUCT CODES APPROX No OF HOLES
PER 380ML CARTRIDGE
ZINC PLATED STAINLESS STEEL GRADE 316 A4
CONCRETE BRICKWORK PRODUCT CODE NEW CODE PRODUCT
CODE NEW CODE 380ml 150ml
M8 110 17 17 10 9 80 3 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 84 33M10 130 21 28 12 11 90 9 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 61 24M12 160 24 36 14 13 110 17 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 42 16M16 190 30 42 18 17 125 36 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 28 11M20 260 37 90 24 22 145 53 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 7 3M24 295 44 85 28 26 180 60 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 6 2
R-KF2
BASE MATERIAL TEMPERATURE
(°C)
WORKING TIME
CURING TIME
30 4 mins 30 mins25 7 mins 1 hour15 15 mins 2 hours
5 30 mins 3 hours
R-KSF
BASE MATERIAL TEMPERATURE
(°C)
WORKING TIME CURING TIME
30 4 mins 30 mins20 8 mins 50 mins15 14 mins 2 hours
5 30 mins 4 hours
Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.Studs over 16mm diameter are not recommended in brickwork.
Product Information
63Technical Advisory Service e-mail: [email protected] OR [email protected]
R-KF2/KSF® RAWL CARTRIDGE
FOR CONCRETE, BRICK, BLOCK AND STONE
If you are bonding rebar into
reinforced concrete, where
the size, position etc. of the
reinforcing is known, then
design principles contained
within Eurocode 2 can be
adopted instead of the design
recommendations contained
within this manual.
Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the
top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.
Performance Data for Reinforcement Bars
Specifi cation Data
Performance Data at Standard Embedment Depth
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE(Factored) (kN)
RECOMMENDED LOAD (Unfactored)
(kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING
(mm)TENSION(NRk)
SHEAR(VRk)
TENSION (NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec)
TENSION (Ccr,N)
SHEAR(Ccr,V)
TENSION & SHEAR(Scr,N) (Scr,V)
M8 9.5 9.9 4.1 7.9 2.9 5.7 60 80 80M10 16.4 15.7 6.5 12.6 4.7 9.0 70 90 90M12 25.7 22.9 9.7 18.3 6.9 13.1 80 110 110M16 42.5 42.5 14.7 34.0 10.5 24.3 90 130 130M20 52.0 66.8 17.6 53.4 12.6 38.2 110 150 150M24 61.9 95.7 20.0 76.6 14.3 54.7 130 170 170
SIZE
RECOMMENDED LOAD (kN) (Unfactored)TENSION OR SHEAR (Frec)
BRICKWORK 20.5N/mm2
BLOCKWORK 7N/mm2
BLOCKWORK 3.5N/mm2
BLOCKWORK 2.8N/mm2
M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0
SIZES ABOVE M12 ARE NOT RECOMMENDEDM20 SIZES ABOVE M16
ARE NOT RECOMMENDEDM24
Edge Distance (Concrete Only)
EDGE(mm)
TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORSM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24
40 0.80 0.5050 0.90 0.83 0.62 0.5660 1.0 0.91 0.85 0.75 0.66 0.5470 1.0 0.92 0.87 0.78 0.6480 1.0 0.93 1.0 0.89 0.72 0.6290 1.0 0.89 0.85 1.0 0.82 0.69 0.60100 0.95 0.89 0.91 0.77 0.66 0.60110 1.0 0.95 1.0 0.84 0.73 0.66130 1.0 1.0 0.86 0.73150 1.0 0.86170 1.0
Spacing (Concrete Only)
SPACING(mm)
TENSILE & SHEAR REDUCTION FACTORSM8 M10 M12 M16 M20 M24
40 0.8050 0.85 0.8260 0.90 0.87 0.8270 0.95 0.91 0.8580 1.0 0.95 0.89 0.8590 1.0 0.93 0.88 0.84100 0.96 0.91 0.87 0.84110 1.0 0.94 0.89 0.87130 1.0 0.95 0.89150 1.0 0.95170 1.0
REBAR DIA.(mm)
HOLE DIA.
DESIGN RESISTANCE (Fd)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 10.0 12.4 14.9 17.4 19.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 17610 12 13.9 16.7 19.5 22.3 25.0 27.8 30.6 33.4 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 24612 15 18.3 21.3 24.4 27.4 30.5 33.5 36.6 39.6 42.7 45.7 48.8 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 32314 18 MINIMUM
REBAR DEPTH23.0 26.3 29.6 32.9 36.2 39.5 42.8 46.1 49.4 52.7 56.0 59.2 62.5 65.8 66.9 66.9 66.9 66.9 66.9 407
16 20 28.1 31.7 35.2 38.7 42.2 45.7 49.3 52.8 56.3 59.8 63.3 66.9 70.4 73.9 77.4 80.9 84.4 87.4 497 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 39.3 44.3 49.2 54.1 59.0 68.8 78.7 88.5 98.3 108 118 128 137 137 137 137 137 137 137 137 137 137 69425 32 53.0 58.3 63.6 74.2 84.8 95.4 106 117 127 138 148 170 191 212 214 214 214 214 214 214 100732 40 MINIMUM
REBAR DEPTH69.3 80.9 92.4 104 116 127 139 150 162 185 208 321 277 323 350 350 350 350 1514
40 50 99.3 112 124 137 149 161 174 199 224 248 298 348 397 447 497 546 2200 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200
REBAR DIA.(mm)
HOLE DIA.
RECOMMENDED LOAD (Frec)(kN)
EMBEDMENT DEPTH TO
FAIL REBAR(mm)
8 10 6.7 8.3 9.9 11.6 13.3 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 17610 12 9.3 11.1 13.0 14.9 16.7 18.5 20.4 22.3 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 24612 15 12.2 14.2 16.3 18.3 20.3 22.3 24.4 26.4 28.5 30.5 32.5 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32314 18 MINIMUM
REBAR DEPTH15.3 17.5 19.7 21.9 24.1 26.3 28.5 30.7 32.9 35.1 37.3 39.5 41.7 43.9 44.6 44.6 44.6 44.6 44.6 407
16 20 18.7 21.1 23.5 25.8 28.1 30.5 32.9 35.2 37.5 39.9 42.2 44.6 46.9 49.3 51.6 53.9 56.3 58.3 497DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500
20 25 26.2 29.5 32.8 36.1 39.3 45.9 52.5 59.0 65.5 72.1 78.7 85.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 69425 32 35.3 38.9 42.4 49.5 56.5 63.6 70.7 78 85 92 99 113 127 141 142 142 142 142 142 142 100732 40 MINIMUM
REBAR DEPTH 46.2 53.9 61.6 69.3 77 85 92 100 108 123 139 154 185 216 233 233 233 233 1514
40 50 66.2 74.5 83 91 99 108 116 132 149 166 199 232 265 298 331 364 2200DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200
For further explanations on calculations please see pages 10 and 11.
Concrete Strength Class:C20/25 (25N/mm2 150mm Cylinder; 30N/mm2 150mm Cube).
Reinforcement Bar: Minimum Yield Strength fyk 460N/mm2.
Note: Performance based on clean holes; blown and then brushed with a stiff nylon brush.
When calculating loads in brickwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.
64 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
ACCESSORIES
BONDED ANCHOR ACCESSORIES
60-687 60-980
R-HAC Installation Adaptor for Rebar & Studding
Brushes and Blow Pump
HOLE SIZE BRUSHES PACK QUANTITY PRODUCT CODE NEW CODE
M8 - 10 mm POLYBAG 1 60-980 BRUSH-M08/10M10 - 14 mm POLYBAG 1 60-981 BRUSH-M10/14M16 - 28 mm POLYBAG 1 60-982 BRUSH-M16/10BLOW PUMP POLYBAG 1 60-687 BLOWPUMP
DESCRIPTION BOX QUANTITY
PRODUCT CODE NEW CODE
MIXER NOZZLE (R-KF2, R-KSF, R-KEA) 10 60-640 NOZ-10MIXER NOZZLE (R-KF2, R-KSF, R-KEA) 100 60-642 NOZ-100MIXER NOZZLE (R-KEX) 10 60-228 NOZ-RKEX-10MIXER NOZZLE (CFS) 4 - CFS-NOZ-4MIXER NOZZLE (CFS) 12 - CFS-NOZ-12
DESCRIPTION DRILLING MACHINE PRODUCT CODE NEW CODE
ADAPTOR SDS Plus 60-780 SDS-ADAPTORSETTING HEAD SDS Plus 60-782 SDS-SETTING
Driving Systems – R-CAS Studs
TO FIT SIZE BOX QUANTITY
DRIVER SOCKET FOR 3 JAW CHUCK MACHINESQUANTITY
SDS ADAPTOR
PRODUCT CODE NEW CODE PRODUCT CODE NEW CODE
M8 5 60-709 DRIVER-M8 1 60-780 SDS-ADAPTORM10 5 60-711 DRIVER-M10 1 60-780 SDS-ADAPTORM12 5 60-713 DRIVER-M12 1 60-780 SDS-ADAPTORM16 5 60-717 DRIVER-M16 1 60-780 SDS-ADAPTORM20 1 60-731 DRIVER-M20 1 — —M24 1 60-732 DRIVER-M24 1 — —M30 1 60-735 DRIVER-M30 1 — —
DESCRIPTION SUITABLE FOR PACK TYPE QUANTITY PRODUCT CODE NEW CODE
400ml CARTRIDGE GUN R-KEX POLYBAG 1 60-645 R-GUN-400ml380ml CARTRIDGE GUN R-KF2 / R-KEA POLYBAG 1 60-660 R-GUN-380ml300ml SKELETON GUN R-KSF / R-KEM POLYBAG 1 60-160 R-GUN-300ml300ml CARTRIDGE GUN R-KEM+ POLYBAG 1 60-172 R-GUN-300ml-C300ml CFS GUN CFS BOXED 1 - CFS GUN
Product Information
60-645 60-660 60-17260-160
for R-KEXfor R-KEA, R-KF2
suitable for 380 ml cartridge
for R-KSFsuitable for 175 ml and 300 ml
cartridge
Heavy duty cartridge gun for R-KEM+
suitable for 175 ml and 300 ml cartridge
Dispenser Guns
Mixer Nozzles
CFS Gun
65Technical Advisory Service e-mail: [email protected] OR [email protected]
Internally Threaded Sockets
BONDED ANCHOR ACCESSORIESINTERNALLY THREADED SOCKETS
SOCKET DIAMETER (mm) ZINC PLATED STAINLESS STEEL
M6 11 11M8 13 12M10 17 16M12 17 20M16 25 25
All sockets can be used with cartridge systems and in these circumstances a drive system is not required.
SOCKET TYPE AND INTERNAL THREAD LENGTH
(lg)
SOCKET OVERALL LENGTH
(mm)(l)
HOLE DIAMETER
IN CONCRETE
(mm)(do)
HOLE DEPTH IN CONCRETE
(mm)(ho)
HOLE DIAMETER
INFIXTURE
(mm)(df)
USE WITH CAPSULE
Ref
TIGHTENING TORQUE (Nm) SOCKETS PER BOX/
PACK
SOCKET PRODUCT CODESZINC
PLATEDSTAINLESS STEEL GRADE
303 A2 DRIVE SYSTEM
RODUCT CODE NEW CODE PRODUCT
CODE NEW CODE PRODUCT CODE NEW CODE30 N/mm2
CONCRETE20.5 N/mm2 BRICKWORK
7.0 N/mm2 BLOCKWORK
M6x24 75 12 75 7 R-CAS-10 5 3 1.5 10 60-620 ITS-Z-06075 — — 60-690 ITS-DRIVE-06
M6x24 75 14 75 7 R-CAS-10 5 3 1.5 10 — — 60-985 ITS-SS-06075 60-690 ITS-DRIVE-06
M8x25 75 14 75 9 – 11 6 3 10 60-622 ITS-Z-08075 60-987 ITS-SS-08075 — —
M8x25 90 14 90 9 R-CAS-12 11 6 3 10 60-623 ITS-Z-08090 60-988 ITS-SS-08090 60-692 ITS-DRIVE-08
M10x30 75 20 75 11 – 22 13 6 10 60-624 ITS-Z-10075 60-989 ITS-SS-10075 — —
M10x30 100 20 100 11 R-CAS-16 22 13 3 10 60-626 ITS-Z-10100 60-992 ITS-SS-10100 60-694 ITS-DRIVE-10
M12x35 100 20 100 13 R-CAS-16 38 21 6 6 60-628 ITS-Z-12100 — — 60-696 ITS-DRIVE-12
M12x35 100 22 100 13 R-CAS-16 38 21 6 6 — — 60-993 ITS-SS-12100 60-696 ITS-DRIVE-12
M16x50 125 28 125 17 R-CAS-20 95 30 – 6 60-630 ITS-Z-16125 60-995 ITS-SS-16125 60-698 ITS-DRIVE-16
Product Information
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
PRODUCT CODE
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING(mm)
TENSION(NRK)
SHEAR(VRK)
TENSION(NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec) TENSION
(Ccr,N)SHEAR(Ccr,V)
TENSION or SHEAR(Scr,N) (Scr,V)5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE
M6x75 9.8 14.6 5.7 8.8 4.5 6.8 3.2 4.9 3.2 4.8 1.8 2.7 100 130 130 60-62060-985
M8x7515.9
19.29.9 15.4 7.3
8.97.9 12.3 5.2
6.45.7 8.8 130 150 150
60-62260-987
M8x90 21.7 10.0 7.2 60-62360-988
M10x7524.2
27.515.7 24.1 11.2
12.812.6 19.3 8.0
9.19.0 13.8 150 170 170
60-62460-989
M10x100 36.6 16.9 12.1 60-62660-992
M12x100 36.1 36.6 22.9 35.2 16.7 16.9 18.3 28.2 11.9 12.1 13.1 20.1 150 180 180 60-62860-993
M16x125 54.0 54.0 42.5 65.1 25.0 25.0 34.0 52.1 17.8 17.8 24.3 37.2 170 220 220 60-63060-995
R-KEM+ & RM50 Performance Data
SIZE
CONCRETE, fck,cube = 30N/mm2 (C20/25)
PRODUCT CODE
CHARACTERISTIC RESISTANCE (kN)
DESIGN RESISTANCE (kN)
RECOMMENDED LOAD (kN)
CHARACTERISTIC EDGE DISTANCE
(mm)
CHARACTERISTIC SPACING(mm)
TENSION(NRK)
SHEAR(VRK)
TENSION(NRd)
SHEAR(VRd)
TENSION(Nrec)
SHEAR(Vrec) TENSION
(Ccr,N)SHEAR(Ccr,V)
TENSION or SHEAR(Ccr,N) (Ccr,V)5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE5.8
GRADE8.8
GRADE
M6x75 9.8 14.6 5.7 8.8 4.5 6.8 3.2 4.9 3.2 4.8 1.8 2.7 100 130 130 60-62060-985
M8x75*15.9 21.7 9.9 15.4 7.3 10.0 7.9 12.3 5.2 7.2 5.7 8.8 130 150 150
60-62260-987
M8x90 60-62360-988
M10x75*24.2 38.4 15.7 24.1 11.2 17.8 12.6 19.3 8.0 12.7 9.0 13.8 150 170 170
60-62460-989
M10x100 60-62660-992
M12x100 36.1 50.0 22.9 35.2 16.7 23.1 18.3 28.2 11.9 16.5 13.1 20.1 170 180 180 60-62860-993
M16x125 66.1 89.5 42.5 65.1 30.6 41.1 34.0 52.1 21.9 29.6 24.3 37.2 200 220 220 60-63060-995
R-CAS & R-KEX Performance Data
Stainless steel
Zinc plated steel
lg
l
* Note: M8x75 and M10x75 Sockets are not suitable for R-CAS capsules
66 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
Mesh Sleeves x 1m
HOLE DIAMETER IN STRUCTURE (mm) STUD SIZE SLEEVE LENGTH
(mm)BOX/PACK QUANTITY PRODUCT CODE
14 M8 - M10 12,5 x 1000 10 SP-CE-R1016 M12 15,0 x 1000 5 SP-CE-R1222 M16 20,5 x 1000 10 SP-CE-R1628 M20 26,0 x 1000 5 SP-CE-R20
Mesh Sleeves
Plastic Sleeves
STUD SIZE(mm)
HOLE DIAMETER IN STRUCTURE
(mm)
SLEEVE LENGTH (mm)
BOX QUANTITY PRODUCT CODE NEW CODE
M6/M8 16 13 x 80 10 60-607 PLS-13080-10M6/M8 16 13 x 80 5 60-608 PLS-13080-5/5
M10 16 13 x 130 10 60-609 PLS-13130-10M10 16 13 x 130 5 60-614 PLS-13130-5/5
M12/M16 20 18 x 85 10 60-615 PLS-18085-10M12/M16 20 18 x 85 5 60-616 PLS-18085-5/5
STUD SIZE(mm)
HOLE DIAMETER IN STRUCTURE
(mm)
SLEEVE LENGTH (mm)
BOX QUANTITY PRODUCT CODE NEW CODE
M6/M8 12 11 x 85 10 60-805 MS-11085M10 16 15 x 95 10 60-807 MS-15095M10 16 15 x 130 10 60-809 MS-15130M10 16 15 x 200 10 60-111 MS-15200M12 18 17 x 95 10 60-113 MS-17095M12 18 17 x 200 10 60-115 MS-17200M16 22 21 x 200 10 60-117 MS-21200
THREADED RODS AND MESH SLEEVES
THREADED RODS
MATERIAL steel DIN 975 - zinc plated.
THREAD QUANTITY PRODUCT CODE
M6 50 975-06-1000-ZN
M8 50 975-08-1000-ZN
M10 25 975-10-1000-ZN
M12 20 975-12-1000-ZN
M16 10 975-16-1000-ZN
M20 10 975-20-1000-ZN
Grade 4.8, Length 1m
THREAD QUANTITY PRODUCT CODE
M6 10 975-06-1000-88-ZN
M8 5 975-08-1000-88-ZN
M10 5 975-10-1000-88-ZN
M12 5 975-12-1000-88-ZN
M16 5 975-16-1000-88-ZN
M20 5 975-20-1000-88-ZN
Grade 8.8, Length 1m
67Technical Advisory Service e-mail: [email protected] OR [email protected]
NUTS & WASHERS
Product Information
FLAT STANDARD WASHERS DIN 125
MATERIAL Low carbon steel, electro zinc plated.
PROPERTIES e Made in accordance with DIN 125.
DESCRIPTION DIMMENSION(mm)
QUANTITYPRODUCT CODE
BOX OUTER
M6 6.4 x 12.0 x 1.6 500 24000 VMM-125-06-ZN
M8 8.4 x 16.0 x 1.6 250 12000 VMM-125-08-ZN
M10 10.5 x 20.0 x 2.0 250 6000 VMM-125-10-ZN
M12 13.0 x 24.0 x 2.5 100 4800 VMM-125-12-ZN
M16 17.0 x 30.0 x 3.0 75 1800 VMM-125-16-ZN
M20 21.0 x 37.0 x 3.0 50 1200 VMM-125-20-ZN
FLAT LARGE WASHERS DIN 9021
MATERIAL Low carbon steel, electro zinc plated.
PROPERTIES e Made in accordance with DIN 9021.
DESCRIPTION DIMMENSION(mm)
QUANTITYPRODUCT CODE
BOX OUTER
M6 6.4 x 18.0 x 1.6 250 12000 VMM-9021-06-ZN
M8 8.4 x 24.0 x 2.0 200 4800 VMM-9021-08-ZN
M10 10.5 x 30.0 x 2.5 100 2400 VMM-9021-10-ZN
M12 13.0 x 37.0 x 3.0 100 1200 VMM-9021-12-ZN
M16 17.0 x 50.0 x 3.0 50 600 VMM-9021-16-ZN
M20 21.0 x 60.0 x 4.0 25 300 VMM-9021-20-ZN
HEXAGONAL STANDARD NUTS DIN 934
MATERIAL Low carbon steel, electro zinc plated.
PROPERTIES e Made in accordance with DIN 934.
DESCRIPTIONQUANTITY
PRODUCT CODEBOX OUTER
M6 250 12000 VMM-934-06-ZN
M8 250 6000 VMM-934-08-ZN
M10 250 3000 VMM-934-10-ZN
M12 150 1800 VMM-934-12-ZN
M16 100 900 VMM-934-16-ZN
M20 50 450 VMM-934-20-ZN
COUPLING NUT
DESCRIPTIONFor connecting multiple lengths of threaded rod.
MATERIAL Low carbon steel, electro zinc plated.
PROPERTIESMade in accordance with DIN 6334
THREAD NUT LENGTH (mm)
QUANTITYPRODUCT CODE
PACK OUTER
M6 18.0 500 2000 6334-06-1000-ZN
M8 24.0 250 1000 6334-08-1000-ZN
M10 30.0 125 500 6334-10-1000-ZN
M12 36.0 75 300 6334-12-1000-ZN
M16 48.0 40 160 6334-16-1000-ZN
M20 60.0 20 80 6334-20-1000-ZN
68 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
INSULATION FIXINGSFOR CONCRETE, MASONRY, BLOCKWORK, STONE.
10MM INSULATION FIXINGS WITH HAMMER-IN NYLON PIN
TYPICAL APPLICATIONSe Fixing light thermal
insulation materials e.g. expanded polystyrene rendered facade walls.
MATERIAL Plug sleeve: impact resistant co-polymer of polypropylene PP or polyamide PA 6.0 (Nylon) - to order. Nail pin: polyamide PA 6.0 (Nylon) reinforced with fibre glass.
INSTALLATION TIPSe Pre-drilling diameter: 10 mm e Anchorage depth: min. 50 mm
Product Information
Installation
PLUG LENGTH(mm)
HOLE DIAMETER(mm)
INSULATION THICKNESS(mm)
QUANTITY PACK PRODUCT CODE
70 10 10-20 250 KI-07090 10 30-40 250 KI-090120 10 60-70 250 KI-120140 10 80-90 250 KI-140160 10 100-110 250 KI-160180 10 120-130 250 KI-180200 10 140-150 250 KI-200
8MM INSULATION FIXINGS WITH HAMMER-IN NYLON PIN
TYPICAL APPLICATIONSe Fixing light thermal
insulation materials e.g. expanded polystyrene rendered facade walls.
MATERIAL Plug sleeve: impact resistant co-polymer of polypropylene PP or polyamide PA 6.0 (Nylon) - to order. Nail pin: polyamide PA 6.0 (Nylon) reinforced with fibre glass.
INSTALLATION TIPSe Pre-drilling diameter: 8 mm e Anchorage depth: min. 50 mm
Product Information
Installation
PLUG LENGTH(mm)
HOLE DIAMETER(mm)
INSULATION THICKNESS(mm)
QUANTITY PACK PRODUCT CODE
90 8 30-40 250 KI-090/8110 8 50-60 250 KI-110/8130 8 70-80 250 KI-130/8150 8 90-100 250 KI-150/8170 8 110-120 250 KI-170/8170 8 130-140 250 KI-190/8
69Technical Advisory Service e-mail: [email protected] OR [email protected]
FOR CONCRETE, MASONRY, BLOCKWORK, STONE.
INSULATION FIXINGS
10MM INSULATION FIXINGS WITH HAMMER-IN NYLON PIN
Product Information
TYPICAL APPLICATIONSe For fixings light insulation boards, not exposed
to influence of suction wind forces e.g. by insulation of: building substructure, basement walls, window and door reveals, building plinths.
MATERIAL Plug sleeve: impact resistant co-polymer of polypropylene PP
INSTALLATION TIPSe Pre-drilling diameter: 8 mm e Anchorage depth: min. 30 mm
Installation
PLUG DESCRIPTION
HOLE DIAMETER(mm)
INSULATION THICKNESS
(mm)
QUANTITY PACK PRODUCT CODE
35 x 70 8 30-40 400 KIK-07035 x 90 8 50-60 400 KIK-090
METAL FIRE RESISTANT INSULATION SUPPORT
Product Information
TYPICAL APPLICATIONSe For fixing mineral wool to facade
walls in all applications where fire resistance is required.
MATERIAL Electro-zinc coated steel or stainless steel A2 – to order.
INSTALLATION TIPSe Pre-drilling diameter: 8 mm e Anchorage depth: min. 30 mm
InstallationPLUG LENGTH
(mm)HOLE DIAMETER
(mm)QUANTITY
PACK PRODUCT CODE
90 8 250 MKI-090/8110 8 250 MKI-110/8140 8 250 MKI-140/8170 8 250 MKI-170/8200 8 250 MKI-200/8
INSULATION FLANGE WITH COVER CAP
Product Information
Installation
TYPICAL APPLICATIONSe For fixing both light polystyrene
and heavy mineral wool boards in
combination with appropriate screws to
facade walls made from: timber, sheet
metal, plasterboard, etc.
MATERIAL Impact resistant co-polymer of polypropylene PP or polyamide PA 6.0 (Nylon) to order.
INSTALLATION TIPSe Anchorage depth: min. 30 mm
FLANGE DIAMETER
(mm)
QUANTITY PACK PRODUCT CODE
60 200 KC
70 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
SDS
DESCRIPTIONDeveloped for SDS rotary hammer drilling machines.Provides faster, easier drilling with lower power consumption.
FEATURES1. Twin spiral shank for fast,
effective, clearance of spoil.2. Specially designed tip
outperforms other brands for performance and longevity.
3. Can be extended with SDS extension sleeves in conjunction with impactor drill range marked.
Product Information
DIAMETER(mm)
LENGTH(mm) PRODUCT CODE NEW CODE
4.0 110 34-006 SDS-40110
5.0 110 34-010 SDS-50110
5.0 160 34-110 SDS-50160
5.5 110 34-011 SDS-55110
5.5 160 34-111 SDS-55160
6.0 110 34-012 SDS-60110
6.0 160 34-112 SDS-60160
6.0 210 34-210 SDS-60210
6.5 110 34-013 SDS-65110
6.5 160 34-113 SDS-65160
6.5 210 34-212 SDS-65210
7.0 110 34-014 SDS-70110
7.0 160 34-114 SDS-70160
7.0 210 34-214 SDS-70210
8.0 110 34-016 SDS-80110
8.0 160 34-116 SDS-80160
8.0 210 34-216 SDS-80210
8.0 260 34-318 SDS-80260
9.0 210 34-218 SDS-90210
10.0 110 34-020 SDS-100110
10.0 160 34-120 SDS-10160
10.0 260 34-320 SDS-10260
10.0 310 34-380 SDS-10310
10.0 450 34-420 SDS-10450
10.0 600 34-520 SDS-10600
11.0 310 34-382 SDS-11310
12.0 160 34-124 SDS-12160
12.0 250 34-324 SDS-12250
12.0 300 34-384 SDS-12300
12.0 450 34-424 SDS-12450
12.0 1000 34-586 SDS-121000
13.0 150 34-126 SDS-13150
13.0 250 34-326 SDS-13250
13.0 450 34-426 SDS-13450
SDS plusFOR STRUCTUAL CONCRETE & ENGINEERING BRICK
DIAMETER(mm)
LENGTH(mm) PRODUCT CODE NEW CODE
14.0 150 34-128 SDS-14150
14.0 200 34-230 SDS-14200
14.0 250 34-328 SDS-14250
14.0 300 34-388 SDS-14300
14.0 450 34-428 SDS-14450
15.0 150 34-130 SDS-15150
15.0 250 34-330 SDS-15250
16.0 150 34-132 SDS-16150
16.0 200 34-232 SDS-16200
16.0 300 34-390 SDS-16300
16.0 450 34-432 SDS-16450
16.0 600 34-532 SDS-16600
16.0 800 34-538 SDS-16800
18.0 200 34-236 SDS-18200
18.0 300 34-392 SDS-18300
18.0 450 34-436 SDS-18450
18.0 600 34-536 SDS-18600
18.0 1000 34-592 SDS-181000
20.0 200 34-240 SDS-20200
20.0 450 34-440 SDS-20450
20.0 600 34-540 SDS-20600
20.0 1000 34-594 SDS-201000
22.0 250 34-344 SDS-22250
22.0 450 34-442 SDS-22450
22.0 1000 34-596 SDS-221000
24.0 250 34-348 SDS-24250
24.0 450 34-448 SDS-24450
25.0 250 34-350 SDS-25260
25.0 450 34-450 SDS-25450
25.0 600 34-550 SDS-25600
26.0 450 34-452 SDS-26450
71Technical Advisory Service e-mail: [email protected] OR [email protected]
Product Information
DESCRIPTIONMasonry bit for mains and cordless drilling machines. Drills more holes per battery charge than other masonry bits.Sizes and lengths of up to 400 mm.Extension bars available for deeper drilling. Packed in re-sealable tubes.
FEATURES1. High grade alloy tool steel and
furnace hardened to SDS standards, making bits stronger, more durable and safer to use.
2. Geometrically designed flute maximises spoil evacuation.
3. Copper brazed carbide tip, strengthens the bond between tip & body.
DIAMETER(mm)
LENGTH(mm) QUANTITY PRODUCT CODE NEW CODE
4.5 85 1x10 32-009 IMP-45085-10W5.0 100 1x10 32-010 IMP-50100-10W5.0 150 1 32-110 IMP-50150-W15.5 100 1x10 32-011 IMP-55100-10W5.5 150 1 32-111 IMP-55150-W16.0 100 1x10 32-012 IMP-60100-10W6.0 150 1 32-112 IMP-60150-W16.5 100 1x10 32-013 IMP-65100-10W6.5 150 1 32-113 IMP-65150-W17.0 100 1x10 32-014 IMP-70100-10W7.0 150 1 32-114 IMP-70150-W17.0 300 1 32-314 IMP-70300-W18.0 120 1x10 32-016 IMP-80120-10W8.0 150 1 32-116 IMP-80150-W18.0 200 1 32-216 IMP-80200-W18.0 300 1 32-316 IMP-80300-W1
10.0 120 1x10 32-020 IMP-10120-10W10.0 150 1 32-120 IMP-10150-W110.0 200 1 32-220 IMP-10200-W110.0 300 1 32-320 IMP-10300-W110.0 400 1 32-420 IMP-10400-W112.0 150 1 32-124 IMP-12150-W112.0 200 1 32-224 IMP-12200-W112.0 300 1 32-324 IMP-12300-W112.0 400 1 32-424 IMP-12400-W113.0 150 1 32-126 IMP-13150-W113.0 400 1 32-426 IMP-13400-W114.0 150 1 32-128 IMP-14150-W1
u 14.0 300 1 32-328 IMP-14300-W114.0 400 1 32-428 IMP-14400-W115.0 150 1 32-130 IMP-15150-W116.0 150 1 32-132 IMP-16150-W1
u 16.0 300 1 32-332 IMP-16300-W116.0 400 1 32-432 IMP-16400-W118.0 160 1 32-136 IMP-18160-W118.0 400 1 32-436 IMP-18400-W119.0 160 1 32-138 IMP-19160-W120.0 160 1 32-140 IMP-20160-W1
u 20.0 300 1 32-340 IMP-20300-W120.0 400 1 32-440 IMP-20400-W122.0 160 1 32-144 IMP-22160-W1
u 22.0 300 1 32-344 IMP-22300-W125.0 160 1 32-150 IMP-25160-W1
u 25.0 300 1 32-350 IMP-25300-W125.0 400 1 32-450 IMP-25400-W1
PRODUCT DESCRIPTION
EFFECTIVE LENGTH(mm) QANTITY PRODUCT
CODENEW CODE
u 14-16 mm 250 1 83-032 EXS-1416
u 20-25 mm 250 1 83-050 EXS-2025
IMPACTOR ®FOR CONCRETE, BRICKWORK & HARD MASONRY
IMPACTOR®
Extension Sleeve
72 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
Product Information
DESCRIPTIONAll-purpose masonry drill bit for rotary percussive drilling machines.
FEATURES1. Brass brazed tungsten carbide
tip, for high drilling speeds.
BLUE FLASHTM
FOR CONCRETE, BRICKWORK & HARD MASONRY
DIAMETER(mm)
LENGTH(mm) QUANTITY PRODUCT CODE NEW CODE
4.0 75 Box of 10 31-008 BF-40075
4.5 85 Box of 10 31-009 BF-45085
4.5 150 Box of 10 31-109 BF-45150
5.0 85 Box of 10 31-010 BF-50085
5.0 150 Box of 10 31-110 BF-50150
5.5 85 Box of 10 31-011 BF-55085
5.5 150 Box of 10 31-111 BF-55150
6.0 100 Box of 10 31-012 BF-60100
6.0 150 Box of 10 31-112 BF-60150
6.0 200 Box of 10 31-212 BF-60200
6.5 100 Box of 10 31-013 BF-65100
6.5 150 Box of 10 31-113 BF-65150
7.0 100 Box of 10 31-014 BF-70100
7.0 150 Box of 10 31-114 BF-70150
8.0 120 Box of 10 31-016 BF-80120
8.0 150 Box of 10 31-116 BF-80150
8.0 200 Box of 10 31-216 BF-08200
10.0 120 Box of 10 31-020 BF-100120
10.0 150 Box of 10 31-120 BF-100150
10.0 200 Box of 10 31-220 BF-10200
10.0 400 Single 31-420 BF-10400-1W
12.0 150 Box of 10 31-124 BF-12151
12.0 200 Box of 10 31-224 BF-12200
12.0 400 Single 31-424 BF-12400-1W
13.0 150 Box of 10 31-126 BF-13150
14.0 150 Single 31-128 BF-14150-S
14.0 400 Single 31-426 BF-14400-1W
16.0 150 Single 31-132 BF-16150-01
16.0 400 Single 31-432 BF-16400-1W
20.0 150 Single 31-140 BF-20150-01
20.0 400 Single 31-440 BF-20400-1W
22.0 400 Single 31-444 BF-22400-1W
25.0 400 Single 31-450 BF-25400-1W
Blue Flash™
73Technical Advisory Service e-mail: [email protected] OR [email protected]
NOTES
74 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
NOTES
2 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862
The Technical Department off ers a variety of
services to specifi ers, distributors and users of
Rawl Fixings products.
Technical Advice
Fixing specialists will off er immediate advice and
recommendations over the telephone.
Field EngineersAre available to off er fi xing advice at your offi ce or on site.
Site TestingRawl Fixings engineers will conduct site testing to ensure
the appropriate fi xing is specifi ed and used. A detailed
report is provided with recommendations.
Technical (CPD) SeminarsWe will be pleased to provide technical seminars to ensure
personnel involved in the specifi cation and selection of
structural anchors are up-to-date with developments and
standards.
If you are interested in holding one of our seminars, or if you
would simply like details of seminar options or content
please contact us
By phone - 01530 812857
By fax on - 01530 812862
By e-mail – [email protected]
Contractor TrainingRawl Fixings engineers will be pleased to carry out practical
training for contractors to ensure anchors are installed
correctly.
Technical Calculation Software
l An innovative calculation CD ROM from Rawl Fixings.
l Allows calculations and product selections to be made
in concrete.
l Includes both mechanical and chemical anchor
solutions.
l For your free CD, please e-mail Rawl Fixings
To ensure that we continue to meet the future requirements of the industry, Rawlplug
has a policy of continuous product development supported by extensive design and
test centre facilities. Rawlplug therefore reserves the right to modify product designs
without prior notice. Rawlplug also reserves the right to modify information contained
within this guide without notifying existing holders of the document. While this
document gives guidance relating to the use and nature of the products and
variety of applications, the ultimate responsibility for correct selection of a product for
a specifi c application must lie with the customer. Rawlplug recommendations are
made in good faith but do not constitute a guarantee.
Specifi cation and Design Guide
Rawlplug LtdSkibo Drive
Thornliebank Industrial Estate
Glasgow G46 8JR, UK
Sales Tel: +44 (0) 141 638 2255
Sales Fax: +44 (0) 141 273 2333
Export Sales Fax: +44 (0) 141 273 2336
Technical Tel: +44 (0) 1530 812857
Technical Fax: +44 (0) 1530 812862
Email: [email protected] or [email protected]
Rawlplug Ireland LtdUnit 14, Park West Industrial
Dublin 12, Ireland
Tel: +353 (0) 1 629 8479
Fax: +353 (0) 1 623 7053
Rawl France SarlZI Mitry-Compans
BP 536
12-14 Rue Marc Seguin
77295 Mitry-Mory cedex, France
Tel: +33 1 60 21 50 20
Fax: +33 1 64 67 19 84
e-mail: [email protected]
Rawl Scandinavia ABLysingsvägen 18
593 53 Västervik, Sweden
Tel: +46 (0) 490 30660
Fax: +46 (0) 490 30670
Koelner-Rawlplug Middle East FZEP.O. Box 261024
Jebel Ali Free Zone
Dubai
United Arab Emirates
Tel: + 971 4 8839501
Fax: + 971 4 8839502
e-mail: [email protected]
Website: www.rawlplug.com
® Rawl and Rawlplug are registered trade marks of RAWLPLUG Ltd.
Cl/SfB Xt6
August 2007