HALFEN ANCHOR BOLT SYSTEMS CONCRETE ETA_HB-VMZ 09/16-E
HALFEN ANCHOR BOLT SYSTEMS
CONCRETE
ETA_HB-VMZ 09/16-E
HALFEN HB-VMZ INJECTION SYSTEM
Genera l note
This approval only applies to original HALFEN products manufactured by HALFEN. The specifi cations in this approval are not transferable to other products. Users are fully liable for personel injuries and material damage caused by third-party products used instead of HALFEN products.
Use of third-party products
Deutsches Institut
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Approval body for construction products and types of construction
Bautechnisches Prüfamt
An institution established by the Federal and Laender Governments
European Technical Assessment
* * * Designaled * accordin g 10 * Arllcle 29 of Regula-* tlon (EU) No 30512011 *
and member of EOTA (European Organl · * saUon forTechnical *
Assessment)
* * * ETA-07/0256 of 1 September 2016
Member of
www.eota.eu
English translation prepared by DIBt - Original version in German language
General Part
Technical Assessment Body issuing the European Technical Assessment:
Trade name of the construction product
Product family to which the construction product belongs
Manufacturer
Manufacturing plant
This European Technical Assessment contains
This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of
Deutsches Institut für Baut echnik
Deutsches Institut für Bautechnik
Injection System HB-VMZ
Torque controlled bonded anchor with anchor rod HB-VMZ-A and internat threaded rod HB-VMZ-IG for use in concrete
Halfen GmbH Liebigstraße 14 40764 Langenfeld DEUTSCHLAND
Halfen Herstellwerk HB1
32 pages including 3 annexes which form an integral part of this assessment
Guideline for European technical approval of "Metal anchors for use in concrete", ETAG 001 Part 2: "Torque controlled expansion anchors", April 2013, used as European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011 .
Kolonnenstraße 30 BI 10829 Berl in I GERMANY I Phone: +493078730·0 I Fax: +493078730-320 I Email: [email protected]
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European Technical Assessment ETA-07/0256 English translation prepared by DISt
Deutsches Institut
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Page 2013211 September 2016
The European Technical Assessment is issued by the Technical Assessment Body in its officiallanguage. Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and shall be identified as such.
Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction may only be made with the written consent of the issuing Technica l Assessment Body. Any partial reproduction shall be identified as such.
This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation (EU) No 305/2011 .
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European TechnicaJ Assessment ETA-07/0256 Page 3 01 3211 September 2016
English translation prepared by DIBt
Specific Part
1 Technical description of the product
The Injection System HB-VMZ is a torque controlled bonded anchor consisting 01 a cartridge with injection mortar HB-VMZ or HB-VMZ Express and an anchor rod with expansion cones and external connection thread (type HB-VMZ-A) or with internal connection thread (type HB-VMZ-IG). The load transler is realised by mechanical interlock 01 several cones in the bonding mortar and then via a combination 01 bonding and Iriction lorces in the anchorage ground (concrete).
The product description is given in Annex A.
2 Specilication of the intended use in accordance with the applicable European Assessment Document
The performances given in Section 3 are only valid il the anchor is used in compliance with the specilications and conditions given in Annex B.
The verilications and assessment methods on which this European Technical Assessment is based lead to the assumption 01 a working lile 01 the anchor 01 at least 50 years. The indications given on the working lile cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means lor choosing the right products in relation to the expected economically reasonable working lile 01 the works.
3 Performance of the product and references to the methods used for its assessment
3.1 Mechanical resistance and stability (BWR 1)
Essential characteristic Performance
Characteristic resistance 01 HB-VMZ-A See Annex C1 to Cl
Displacements under tension and shear loads lor HB-VMZ-A See Annex CS and C9
Characteristic resistance o~ See Annex C10 to C12 Displacements under tension and shear loads for j;':A.fjmy® See Annex C12
3.2 Safety in case of fire (BWR 2)
Essential characteristic Performance
Reaction to lire Anchorages satisly requirements lor Class A 1
Resistance to lire No performance determined (NPD)
3.3 Hygiene, health and the environment (BWR 3)
Regarding dangerous substances there may be requirements (e.g. transposed European legislation and nationallaws, regulations and administrative provisions) applicable to the products lalling within the scope 01 this European Technical Assessment. In order to meet the provisions 01 Regulation (EU) No 305/2011, these requirements need also to be complied with , when and where they apply.
3.4 Safety in use (BWR 4)
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The essential characteristics regarding Salety in use are included under the Basic Works Requirement Mechanical resistance and stability.
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European Technical Assessment ETA-07/0256 English translation prepared by DISt
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Page 4 01 3211 September 2016
4 Assessment and verification of constancy of performance (AVCP) system applied, with reference to its legal base
In accordance with guideline for Eurapean technical approval ETAG 001, April 2013, used as Eurapean Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011, the applicable Eurapean legal act is: [96/582/EC] .
The system to be applied is: 1
5 Technical details necessary for the implementation of the AVCP system, as provided for in the applicable European Assessment Document
Technical details necessary for the implementation of the AVCP system are laid down in the contra I plan deposited at Deutsches Institut für Bautechnik.
Issued in Berlin on 1 September 2016 by Deutsches Institut für Bautechnik
Uwe Bender beglaubigt:
Head of Department Baderschneider
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Anchor rod HB-VMZ-A
Anchor rod HB-VMZ-IG 1)
Deutsches Institut
für Bautechnik
-~-
_tflX _
DlBt
Pre-setting installation (and through-setting installation HB-VMZ-A 75 M12, see Annex B8)
Through-setting installation
1) Illustration with hexagon head screw exemplilied; other screws or threaded rods also permitted (see Annex A5, requirements 01 the lastening screw or threaded rod)
Anchor version
HB-VMZ-A
HB-VMZ-IG
Product description
AnnexA1-AnnexA4
Annex A 1 - Annex A2; Annex A5
Injection System HB-VMZ
Product description Installation situation
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Intended use
Annex B1 - Annex B8
Annex B1 - Annex B2; Annex B9 - Annex B 11
Performance
Annex C1 - Annex C9
Annex C10 -Annex C12
AnnexA1
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Deutsches Institut
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Injection System HB-VMZ
Mortar cartridge
Sealing cap
Cleanlng Brush HB-RB
Anehor rod HB-VMZ-A
Anehor rod HB-VMZ-IG
I~
Imprint:
Imprint: Injeclion Adhesive HB-VMZ or HB-VMZ Express, processing notes, shell-lile, hazard code, curing time and processing time (depending on temperature)
Injection Adhesive HB-VMZ or HB-VMZ Express, processing notes, shell-lile, hazard code, curing time and processing time (depending on temperature)
Statle mixer HB-VM-X
11
Washer
I I I I I
AirBIower HB-VM-ABP
Hexagon nut
~ ttEJ-------=j Injection System HB-VMZ
Produet deserlption Cartridges, Cleaning 10015, Anchor types
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Annex A2
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Marking: e.g. 95 VMZ 12-25 _ .. Identifying mark of manufaclurlng plant
-A4
HCR
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für Bautechnik
additional marklng of slainless sleel A4
additional marklng of
DIEt
95 Anchorage depth high corroslon reslstant steel HCR VMZ Trade name
12 Size ofthread 25 Maximum thickness Marking of anchorage deplh
of fixture
1 2 3 ~
u -;;' I
~
'" i !3 --l=:Et--- -I; f-H - ~ +!~ -EE: ""kO"g -' -- of leng: 14 -~f~ J
, u
I
- '" Ifix Q) L
~ Additional marking
(see table A1 and A2)
Marking of length B C 0 E F G H I J K L M Length of an chor min ~ 50.8 63.5 76.2 88.9 101.6 114.3 127.0 139.7 152.4 165.1 177.8 190,5 Length ef ancher max < 63,5 76,2 88,9 101,6 114,3 127,0 139,7 152,4 165,1 177,8 190,5 203,2
Marking of length N 0 P Q R S T U V W X Y Z >Z Length of anchor min ~ 203,2 215,9 228,6 241,3 254,0 279.4 304.8 330,2 355,6 381,0 406,4 431,8 457,2 462,6 Length ef ancher max < 215,9 228,6 241,3 254,0 279,4 304.8 330,2 355,6 381 ,0 406,4 431,8 457,2 482,6
Table A1: Dimensions of anchor rod, HB-VMZ-A MB - M12
Anchor size HB-VMZ-A 40 50 60 75 75 70 80 95 100 110 125 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12 M12
Additional marking 1 2 1 2 1 2 3 4 5 6 7 1 Anchor rod Thread MB MB M10 M10 M12 M12 M12 M12 M12 M12 M12
Number 2 3 3 3 3 3 4 4 6 6 6 of cones
d, - B,O B,O 9,7 9,7 10,7 12,5 12,5 12,5 12,5 12,5 12,5
Lenglh L 52+lrm 63+1" 75+10, 90+1" 95+lrm 90+lrm 100 115 120 130 145 +4i1l +tfill +"ltix +tnx +1"
3 HexaQon nut SW 13 13 17 17 19 19 19 19 19 19 19
Dimensions in mm
Injection System HB-VMZ
Product description AnnexA3 Anchor parts, Marking, Anchor dimensions HB-VMZ-A MB - M12
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Deutsches Institut
für Bautechnik OlBt
TableA2: Dimensions of anchor rod, HB-VMZ-A M16 - M24
Anehor size 90 105 125 145 160 115 170 190 170 200 225 M20 M20 M24 M24 M24 HB-VMZ-A M16 M16 M16 M16 M16 M20 (LG) (LG) (LG) (LG) (LG)
Additional markin~ 1 2 3 4 5 1 2 3 1 2 3 1 Anchor
Thread M16 M16 M16 M16 M16 M20 M20 M20 M24 M24 M24 rod Number
3 4 6 6 6 3 6 6 6 6 6 olcones dk = 16,5 16,5 16,5 16,5 16,5 19,7 22,0 22,0 24,0 24,0 24,0
Length L 114 129 150 170 185 143 203 223 210 240 265 +1., +1., +1., +1., +1., +1., +1.. +1., +1., +1., +1., 3 Hexagon nut SW 24 24 24 24 24 30 30 30 36 36 36
Dimensions in mm
TableA3: Materials HB-VMZ-A
Steel, zine plated High eorrosion
Stainless steel Part Designation hot-dip sherardized
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Marking: o_g. 80 VMZM10 Identlfylng mark of
manufacturlng plant 80 Anchorage depth VMZ Trade name
-A4
HCR
Deutsches Institut
tür Bautochnik
additional marklng of stalnloss steel A4
additional marklng of
DlBt
M10 Size of Interna I thread high torroslon reslstant steel HCR
L 1- . 1 ~
i:.-l:J8-J-IJA-- --r-"" Lth "0
_ Ldh
TableA4: Dimensions of anchor rod HB-VMZ-IG
Anchor size HB-VMZ-IG 40 50 60 75 70 80 90 105 125 115 170 170 M6 M6 MB MB M10 M10 M12 M12 M12 M16 M16 M20
Internal thread - M6 M6 M8 M8 M10 M10 M12 M12 M12 M16 M16 M20 Number of eones - 2 3 3 3 3 4 3 4 6 3 6 6 Outer diameter dk mm 8,0 8,0 9,7 10,7 12,5 12,5 16,5 16,5 16,5 19,7 22,0 24,0 Thread length L'h mm 12 15 16 19 20 23 24 27 30 32 32 40 Totallength L mm 41 52 63 78 74 84 94 109 130 120 180 182
Ldh Ldh Ldh Ldh Ldh Ldh Ldh 32,5
Ldh dk dk Length identifier [mm] < Ldh -< 18 >19 < 22,5 > 23,5 < 27 > 28 < 31,5 < 34,5 > 35,5
< 21 > 21
TableA5: Materials HB-VMZ-IG
Part Designation Steel, zinc plated
Stalnless steel A4 High corrosion galvanlzed sherardlzed
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English Iranslalion prepared by 0181
Specifications of intended use
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Injeetlon System HB-VMZ-A MB I M10 I M12 I M16 I M20 M24 Statie or quasi-statie loads ./
Seismie loads (Category C 1 + C2) - I ./ I ./ I ./ I ./ ./ Craeked and non-eraeked ./
Injeetlon System HB-VMZ-IG M6 MB I M10 I M12 I M16 I M20 Statie or quasi-statie loads ./
Seismie loads -Craeked and non-eraeked ./
Base materials:
• Reinforeed or unreinforeed normal weight eonerete according to EN 206-1 :2000
• Strength elasses C20/25 to C50/60 aeeording to EN 206-1 :2000
Temperature Range:
• Temperature Range I: -40 'C to +80 ' C (max short term temperature +80 ' C and max long term temperature +50 'C)
• Temperature Range 11 : -40 'C to +120 'C (max short term temperature +120 'C and max long term temperature +72 'C)
Use eondltlons (Envlronmental eondltlons):
• Struetures subjeet to dry internal eonditions (zine plated steel , stainless steel or high eorrosion resistant steel).
• Struetures subjeet to external atmospherie exposure ineluding industrial and marine environment or exposure to permanently damp interna I eondition, if no partieular aggressive eonditions exist (stainless steel or high eorrosion resistant steel).
• Struetures subjeet to external atmospherie exposure and to permanently damp internal eondition, if other partieular aggressive eonditions (high eorrosion resistant steel).
Note: Particular aggressive conditions are e.g. permanent, alternating immersion in seawater cr the splash zone of seawater, chloride atmosphere of indoor pools cr atmosphere with extreme chemical pollution (e.g. in desulphurization plants cr road tunnels where de-icing materials are used).
Design:
• Anehorages are designed under the responsibility of an engineer experieneed in anehorages and eonerete work.
• Verifiable caleulation notes and drawings are prepared taking aeeount of the loads to be anehored. The position of the anehor is indicated on the design drawings (e.g. position of the anehor relative to reinforeement or to supports, ete.).
• Anehorages under statie or quasi-statie aetions are designed in aeeordanee with:
- ETAG 001 , Annex C, design method A, Edition August 2010 or - CENITS 1992-4:2009, design method A
• Anehorages under seismie aetions (eraeked eonerete) are designed in accordance with:
- EOTA Teehnieal Report TR 045, Edition February 2013 - Anehorages shall be positioned outside of eritieal regions (e.g. plastie hinges) of the eonerete strueture. - Fastenings in stand-off installation or with a grout layer are not allowed.
Injection System HB-VMZ
Intended use Annex 81 Speeifications
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Table 81: Installation conditions
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für Bautechnik DIBt
• Anchor installation carried out by appropriately qualilied personnel and under the supelVision of Ihe person responsible for technical matters of the site.
• Water filled bore holes (where admissible) musl nol be pOIluted - otherwise the cleaning of the drill hole must be repeated. • The anchor component installation temperature shall be at leasl +5 oe; du ring curing of Ihe injection mortar the temperature of
the concrete must not fall below -5 oe. euring time must be obselVed prior to loading the anchor.
Anchor size HB-VMZ-A M8 I M10 and
70 M12 and 80 M12 - M24 75 M12
Nominal diameter 01 drill hole d, [mmj < 14 " 14 dry concrete - yes yes
Inslallation allowable in wet concrete - yes yes water-filled hole - no yes Hammer drill bil - yes yes
Hole drilling by Diamond drill bit I yes yes {not under seismic action\ - "0 Anchor size HB-VMZ-IG M6-M8 M10 - M20
Nominal diameter 01 drill hole d, [mmj < 14 > 14
dry concrete - yes yes Installation allowable in wet concrete - yes yes
water-lilled hole - "0 yes Hammer drill bit - yes yes
Hole drilling by Diamond drill bit - "0 yes
Table 82: Processing time and curing time H8-VMZ
Temperature [Oe] Maximum processlng Minimum curlng time
in the drill hole time dry concrete wet concrete
+ 40 oe 1,4 min 15 min 30 min + 35 oe to + 39 oe 1,4 min 20 min 40 min + 30 oe to + 34 oe 2min 25 min 50 min + 20 oe to + 29 oe 4 min 45 min 1:30 h + 10 oe to + 19 oe 6 min 1:20 h 2:40h + 5 oe to + 9 oe 12 min 2:00 h 4:00 h o oe to + 4 oe 20 min 3:00 h 6:00 h - 4 oe to - 1 oe 45 min 6:00 h 12:00 h
- 5 oe 1:30 h 6:00 h 12:00 h
Table 83: Processing time and curing time H8-VMZ Express
Temperature [OC] Maximum processing Minimum curing time
In the drill hole time dry concrete wet concrete
+ 30 oe 1 min 10 min 20 min + 20 oe to + 29 oe 1 min 20 min 40 min + 10 oe to + 19 oe 3 min 40 min 80 min
+ 5 oe to + 9 oe 6 min 1:00 h 2:00 h + 0 oe to + 4 oe 10 min 2:00 h 4:00 h - 4 oe to - 1 oe 20 min 4:00 h 8:00 h
- 5 oe 40 min 4:00 h 8:00 h
Injection System H8-VMZ
Intended use Annex 82 Installation conditions, processing and curing time
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Table 84: Installation parameters, H8-VMZ-A MB - M12
Anchor slze HB-VMZ-A 40 60 60 75 75 70 MB MB Ml0 Ml0 M12 M12
Effective anchorage depth her 2: [mm] 40 50 60 75 75 70 Nominal diameter of drill hole d, = [mm] 10 10 12 12 12 14 Depth of drill hole h, ~ [mm] 42 55 65 BO 80 75 Diameter of cleaning brush D~ [mm] 10,8 10,8 13,0 13,0 13,0 15,0 Installation torque Tinst ~ [Nm] 10 10 15 15 25 25 Diameter of clearance hole in the fixture Pre-setting installation d,s [mm 9 9 12 12 14 14
Through-setting installation df ~ [mm] 14 14 14 I 16 - - 16 see Annex B8
Table 85: Installation parameters, H8-VMZ-A M16 - M24
90 106 126 146 160 116 Anchor slze HB-VMZ-A M16 M16 M16 M16 M16 M20
Effective anchorage depth her 2: [mm 90 105 125 145 160 115 Nominal diameter of drill hole d, = [mm 18 18 18 18 18 22 Depth of drill hole h, ~ [mm] 98 113 133 153 168 120 Diameter of cleaning brush D~ [mm 19,0 19,0 19,0 19,0 19,0 23,0 Installation torque T inst ~ [Nm] 50 50 50 50 50 80 Diameter of clearance hole in the fixture
Pre-setting installation d,s [mm] 18 18 18 18 18 22
Through-setting installation d, s [mm] 20 20 20 20 20 24
DlEt
BO 95 100 110 M12 M12 M12 M12
BO 95 100 110 14 14 14 14 85 100 105 115
15,0 15,0 15,0 15,0 25 25 30 30
14 14 14 14
16 16 16 16
170 190 170 200 M20 M20 M24 M24 (LGI (LGI (LGI (LGI 170 190 170 200 24 24 26 26 180 200 185 215 25,0 25,0 27,0 27,0 80 80 100 120
24 24 26 26 (22) (22) 26 26 28 28
I Pre-setting installation I I Through-settlng Installation 81.8 M20 + M24 81z8 M20 + M24
hef ~ 0,5t.. ~ O,5~"
, . [' ~r-
125 M12 125 14
130 15,0 30
14
16
225 M24 (LGI 225 26
240 27,0 120
26
28
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h The annular gap in the clearance hole in the fixture has to be filled completely by excess mortarl
Injection System HB-VMZ
Intended use Annex 83 Installation parameters, HB-VMZ-A
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Table 86: Minimum spacing and edge distance, H8-VMZ-A MB - M12
Anchor slze HB-VMZ-A 40 60 60 76 75 70 80 96 100 110 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12
Minimum Ihlekness of hmi' I [mm] 80 80 100 110 110 110 110 130 130 140 concrete 100 ' ) 125 ' )
Cracked concrete Minimum spaeing Smi' I [mmJl 40 ~ 40 J 40 I 40 I 50 55 40 I 40 I 50 I 50 Minimum edge dislanee Cmi, I [mmJl 40 I 40 I 40 I 40 I 50 55 I 50 I 50 I 50 I 50 Non-cracked concrete
Minimum spaeing Smi, I [mmll 40 I 40 I 50 I 50 I 50 55 I 55 I 55 I 80 LI I 80 LI Minimum edge dislanee Cmi, I [mmll 40 I 40 I 50 I 50 I 50 55 I 55 I 55 55 'I I 55 ' I
Table 87: Minimum spacing and edge distance, H8-VMZ-A M16 - M24
90 106 126 145 160 116 170 190 170 200 Anchor size HB-VMZ-A M20 M20 M24 M24 M16 M16 M16 M16 M16 M20 (LG) (LG) (LG) (LG) Minimum Ihiekness of
hmin I [mm] 130 150 170 190 205 160 230 250 230 270 eonerele 160 ' ) 180 ' ) 200 ') 220 ') 240 ' ) 220 ' ) 260 ' ) Cracked concrete Minimum spaeing Smin I[mmll 50 50 60 60 60 I 80 80 I 80 I 80 80 I Minimum edge dislanee Cmin I [mm] I 50 50 60 60 60 I 80 80 80 I 80 80 Non-cracked concrete Minimum spaeing Smin J[mmll 50 I 60 I 60 I 60 I 60 I 80 80 I 80 I 80 I 105 Minimum edge dislanee Cmin I [mm] I 50 60 I 60 60 I 60 I 80 80 80 I 80 I 105
125 M12
160
50 50
80 LI
55 ' I
226 M24 (LG) 300
290 ' )
80 80
105 105
1) The remoIe face of Ihe eonerele member shall be inspeeled 10 ensure Ihere has been no break-Ihrough by drilling, In case of break-Ihrough, Ihe ground of Ihe drill hole shall be elosed wilh high slrenglh mortar. The full bonded lenglh h.f shall be aehieved and any polenlialloss of injeelion mortar shall be compensaled ,
2) For an edge dislanee e ~ 80 mm a minimum spaeing Smi' = 55 mm is applieable,
Injection System HB-VMZ
Intended use Annex 84 Minimum spacing and edge distance, HB-VMZ-A
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für Bautechnik DIBt English Iranslalion prepared by 0181
Installation instructions HB-VMZ-A Maklng and cleaning of hammer drilled holes
Cl o c:
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'" 1
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2
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3
o
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Use Hammer drill or air drill with drill bit and depth gauge. Drill perpendicular to ~;;;;;;~ concrete surface.
HB-VMZ-A MB - M16: Blow out drill hole from the bottom with Blow-out pump HB-VM-AP at least two times. The Extension Tube with reduced diameter must be added to the Blow-out pump lor the diameter MB.
HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-Iree). Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.
HB-VMZ-A M10 - M16: Blow out drill hole Irom the bottom with Blow-out pump HB-VM-AP at least two times.
HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-Iree). Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.
Check diameter 01 cleaning brush HB-RB. II brush can be pushed into the drill hole ==9 without any resistance, it must be replaced . Chuck brush into drill machine. Turn on
d~lm~~.B~d~~~and~a~ng~dffid~I~~M~ two tim es while rotated by drill machine.
HB-VMZ-A MB - M16: Blow out drill hole Irom the bottom with Blow-out pump HB-VM-AP at least two times. The Extension Tube with reduced diameter must be added to the Blow-out pump lor the diameter MB.
HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.
HB-VMZ-A M10 - M16: Blow out drill hole from the bottom with Blow-out pump H B-VM-AP at least two times.
HB-VMZ-A M20 - M24: Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-Iree) . Open air valve and blow out drill hole along the entire depth with back and lorth motion at least two times.
Injection System HB-VMZ
Intended use Annex B5 Installation instruclions HB-VMZ-A Making and cleaning 01 hammer drilled holes
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Deutsches Institut
für Bautechnik DI8t English translation prepared by DIBt
Making and cleaning of diamond core drilled holes
1
>
2
c
>
3
c
>
4
c
Use diamond drill with diamond drill bit and depth gauge. Drill perpendicular to ~=:1J concrete surface.
Drill hole must be cleaned directly prior to installation of the anchor.
It must be ensured that icing does not occur in the drill hole.
"-----..l.I Remove drill core at least up to the nominal hole depth and check drill hole depth.
Flushing of drill hole: Flush drill hole with water, starting from the bottom, until clear water gets out of the drill hole.
Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open ~-----'l air valve and blow out drill hole along the entire depth with back and forth
motion at least !wo times.
Injection System HB-VMZ
Intended use Installation instructions HB-VMZ-A
Annex 86
Making and cleaning of diamond core drilled holes
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für Bautechnik DlBt English translation prepared by DIBt
Injeetion
> 5 +
C
> 6 +
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7
c
Check expiration date on H8-VMZ cartridge . Never use when expired. Remove cap from HB-VMZ cartridge. Screw Mixer Nozzle HB-VM-X on cartridge . When using a new cartridge always use a new Mixer Nozzle. Never use cartridge without Mixer Nozzle and never use Mixer Nozzle without helix inside.
Insert cartridge in Dispenser. Before injecting discard mortar (at least 2 full strokes or a line of 10 cm) until it shows a consistent grey colour. Never use this mortar.
Prior to injection, check if Mixer Nozzle HB-VM-X reaches the boUom of the drill hole. If it ""---""H does not reach the boUom, plug Mixer Ex1ension HB-VM-XE onto Mixer Nozzle in order
to fill the drill hole properly. Fill hole with a suffieient quantity of injection mortar. Start *~~~1I from the boUom of the drill hole and work out to avoid trapping air pockets.
Insertion of anehor rod
>
8
c
>
9
c
>
10
c
> 11 +
C
Insert the anchor rod HB-VMZ-A by hand, rotating slightly up to the full embedment depth as marked on the anchor rod. The anchor rod is properly set when excess mortar see ps from the hole. If the hole is not completely filled , pull out anchor rod, let mortar eure , drill out hole and repeat entire cleaning process.
Insert the anchor rod HB-VMZ-A by hand, rotating slightly up to the full embedment =:::'.~~I depth. After the installation, the annular gap in the clearance hole in the fixture has to be
filled completely by excess mortar. If the hole is not eompletely filled, pull out anchor rod, let mortar eure, drill out hole and repeat entire cleaning process.
Follow minimum curing time shown in Table B2 or Table B3 During curing time, anchor rod must not be moved or loaded.
Remove excess mortar.
The fixture can be mounted after euring time. Apply installation torque T" " according to Table 84 or Table B5 by using torque wrench.
Injection System H8-VMZ
Intended use Installation instructions HB-VMZ-A Anchor installation
Z54529.16
Annex 87
8.06.01 -221116
Page 17 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIB!
Deutsches Institut
tür Bautechnik DlEt
Installation instructions HB-VMZ-A 75 M12
Through-setting installation with clearance between concrete and an chor plate
Work step 1-7 as iIIustrated in Annexes 85 - 87
Requirement: Diameter of clearance hole in the fixture d, S 14 mm
8
9
10
11
Injection System HB-VMZ
Intended use Installation instructions H8-VMZ-A 75 M12
Insert the anchor rod H8-VMZ-A by hand, rotating slightly up to the full embedment depth.
Check if excess mortar seeps from the hole. If the hole is not completely filled, pull out anchor rod, let mortar eure, drill out hole and repeat the entire cleaning process.
The annular gap in the fixture does not have to be filled_
During curing time according to Table 82 or Table 83 an chor rod must not be moved or loaded.
Was her and nut can be mounted after curing time and backfilling of anchor plate. Apply installation torque T,"" according to Table 84 by using torque wrench.
Annex B8
Through-setting installation with clearance between concrete and anchor plate
Z54529.16 8.06.01-221/16
Page 18 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIBt
Table 88: Installation parameters H8-VMZ-IG
Anchor size HB-VMZ-IG 40 50 60 75 M6 M6 M8 M8
Effective anchorage depth hef = [mm] 40 50 60 75 Nominal diameter of drill
do = [mm] 10 10 12 12 hole
Depth of drill hole ho ;, [mm] 42 55 65 BO
Diameter of cleaning D;' [mm] 10,B 10,B 13,0 13,0 brush
Installation torque T ins! S [Nm] B B 10 10
Diameter of elearance d, $ [mm] 7 7 9 9
hole in the fixture
Available thread length L'h [mm] 12 15 16 19
Minimum screw-in depth Lsdmin [mm] 7 7 9 9
Minimum thiekness of hmin [mm] BO BO 100 110 concrete
Craeked eonere!e
Minimum spacing Smin [mm] 40 40 40 40
Minimum edge distanee emin [mm] 40 40 40 40
Non-craeked eonerete
Minimum spacing Smin [mm] 40 40 50 50
Minimum edge distanee Gm" [mm] 40 40 50 50
70 M10
70
14
BO
15,0
15
12
20
12
110
55
55
55
55
Deutsches Institut
für Bautechnik
80 90 M10 M12
80 90
14 18
B5 9B
15,0 19,0
15 25
12 14
23 24
12 14
110 130
40 50
50 50
55 50
55 50
105 M12
105
1B
113
19,0
25
14
27
14
150
50
50
60
60
DIEt
125 115 170 170 M12 M16 M16 M20
125 115 170 170
1B 22 24 26
133 120 1BO 1B5
19,0 23,0 25,0 27 ,0
25 50 50 BO
14 1B 1B 22
30 32 32 40
14 1B 1B 22
170 160
230 230 160 '} 220 '} 220 ' }
60 BO BO BO
60 BO BO BO
60 BO BO BO
60 BO BO BO
1} The remote face of the concrete member shall be inspected to ensure there has been no break-through by drilling. In case of break-through the ground of the drill hole shall be elosed with high strength mortar. The full bonded length h. ,shall be aehieved and any potentialloss of injection mortar shall be eompensated .
hef
~I
~ '~~~'" " k, " ", ", ", , ~ N "" ~" "" "" " L"m;"~ , , ,""', , " '/ '/ N ' = ~ -- ~ - 3. '-81 "",1-- 1- --I-- >..L_:_ ' 15'1- r-- -= ..,..", ..... -~~ '&~~ Lth ~ " ,', "'~ "'" "'" "'" L'h % ~ ~' ' , " "" ' , , , , , , ,"""'-, , , , ,
I ho tfix
h
Injection System HB-VMZ
Intended use Annex 89 Installation parameters HB-VMZ-IG
Z54529.16 8.06.01-221/16
Page 19 of European Technical Assessment ETA-07/0256 of 1 September 2016
Deutsches Institut
für Bautechnik OlBt English translation prepared by DIBt
Installation instructions H8-VMZ-IG
Making and cleanlng of hammer drilled holes
1
2
3
4
Use Hammer drill or air drill with drill bit and depth gauge. Drill perpendicular to concrete surface.
HB-VMZ-IG MG - M12: Blow out drill hole from the bottom with Blow-out pump HB-VM-AP at least two tim es. The Extension Tube with reduced diameter must be added to the Blow-out pump lor the diameter M6.
HB-VMZ-IG M16 - M20: Connect MKT Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and forth motion at least two times.
Check diameter of Cleaning Brush HB-RB. II brush can be pushed into the drill hole without any resistance, it must be replaced. Chuck brush into drill machine. Turn on drill machine. Brush drill hole back and forth along the entire drill hole depth at least two tim es while rotated by drill machine.
HB-VMZ-IG M6 - M12: Blow out drill hole from the bottom with Blow-out pump H B-VM-AP at least two times. The Extension Tube with reduced diameter must be added to the Blow-out pump for the diameter M6.
HB-VMZ-IG M16 - M20: Connect Air Blower HB-VM-ABP to compressed air (min . 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and forth motion at least two times.
Making and cleanlng of diamond drilled holes
1
2
3
4
Use diamond drill with diamond drill bit and depth gauge. Drill perpendicular to concrete surface.
.... 11 Remove drill core at least up to the nominal hole depth and check drill hole depth.
Flushing 01 drill hole: Flush drill hole with water, starting from the bottom, until clear water gets out of the drill hole.
Connect Air Blower HB-VM-ABP to compressed air (min. 6 bar, oil-free). Open air valve and blow out drill hole along the entire depth with back and forth motion at least two times.
Injection System HB-VMZ
Intended use Installation instructions HB-VMZ-IG Drilling and cleaning
ZS4529.16
Annex 810
8.06.01 -221/16
Page 20 01 European Technical Assessment ETA-0710256 011 September 2016
Deutsches Institut
tür Bautechnik DlBt English lranslation prepared by DIBI
Injection
5
6
7
Setting of anchor
8
9
10
11
Check expiration date on HB-VMZ cartridge. Never use when expired. Remove cap lrom HB-VMZ cartridge. Screw Mixer Nozzle HB-VM-X on cartridge. When using a new cartridge always use a new Mixer Nozzle. Never use cartridge without Mixer Nozzle and never use Mixer Nozzle without helix inside.
Insert cartridge in dispenser. Belare injecting discard mortar (at least 2 lull strokes or a line 0110 cm) until it shows a consistent grey colour. Never use this mortar.
Prior to injection, check il Mixer Nozzle HB-VM-X reaches the boUom 01 the drill hole. II it does not reach the boUom, plug Mixer Extension HB-VM-XE onto Mixer Nozzle in order to lill the drill hole properly. Fill cleaned drill hole with a sufficient quantity 01 injection mortar. Start Irom the boUom 01 the drill hole and work out to avoid trapping air pockets.
Insert the anchor rod HB-VMZ-IG by hand, rotating slightly up to about 1 mm below the concrete surface in the drill hole. The anchor rod is properly set when excess mortar seeps Irom the hole. II the hole is not completely lilled, pull out anchor rod, let mortar eure, drill out hole and repeat the entire cleaning process.
Follow minimum cu ring time shown in Table B2 and Table B3. During cu ring time anchor rod must not be moved or loaded.
Remove excess mortar.
The lixture can be mounted after curing time. Apply installation torque T,"" according to Table B8 by using torque wrench .
Injection System HB-VMZ
Intended use Installation instructions HB-VMZ-IG Anchor installation
Z54529.16
Annex 811
8.06.01-221/16
Page 21 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIBt
Deutsches Institut
für Bautechnik DIBt
Table C1: Characteristic values tor tension loads, HB-VMZ-A MB - M12, cracked concrete, static and quasi-static action
Anehor size HB-VMZ-A 40 50 60 75 75 70 Bol 95 100~ 1110 MB MB M10 M10 M12 M12 M12 M12 M12 M12
Installation safety faetor Y2=Yinst [-] 1,0
Sieel failure
Charaeteristie tension Steel, zine plated [kN] 15 18 25 35 49 54 57
resistance NRk,s M, HCR [kN] 15 18 25 35 49 54 57
Partial safety faetor YM. [-] 1,5
Pull-oul
Characteristic resistance NRk,p 50'C I 80' C'I [kN] '1
in eonerete C20/25 72'C I 120'C'I [kN] 5 7,5 12 12 12 16 20 1 20 30 1 30
Inereasing faetor 'lle [-] (fck~;be )0,5
Conerete cone failure
Effeetive anehorage depth hef~ [mm] 40 50 60 75 75 70 80 1 95 1001110
Faetor ace, to CENITS 1992-4 !
Page 22 of European Technical Assessment ETA-07/0256 of 1 September 2016
Eng/ish translation prepared by D/Bt
Table C3: Characteristic values tor tension loads,
Deutsches Institut
tür Bautechnik DIBt
HB-VMZ-A MB - M12 in non-cracked concrete, static and quasi-static action
Anchor size HB-VMZ-A 40 50 60 I 75 75 70 80 95 100 110 125 M8 M8 Ml0 Ml0 M12 M12 M12 M12 M12 M12 M12
Installation safety factor Y2;Yinst [-] 1,0
Steel failure
Characteristic tension Steel, zinc plated [kNI 15 18 25 35 49 54 57
resistance NRk, s A4, HCR [kNI 15 18 25 35 49 54 57
Partial safety factor YM, [-I 1,5
Pull-out
50°C /80°C') [kNI 9 1) 1 ) 1) 40 1) 50 50 Characteristic resistance NRk,' in non-cracked concrete C20/25 72°C /120°C" [kNI 6 9 16 16 16 25 25 30 30 30
Splitting
Splitting for standard lhicknass of concrete mambar (The high er resistance of Gase 1 and Gase 2 may be applied.)
Standard thickness of concrete hStd ~ 2 hef [mml 100 120 1150 150 140 160 190 200 220 250
ease 1 (NoR k..C has to be replaced by NORk •• P) Characteristic resistance in NORk,sP [kNI 7,5 9 16 I 20 20 20 1) 30 40 40 40 non-cracked concrete C20/25 Spacing (edge distance) Sct,SP (; 2 Cct,sp) [mml 3 h.f
Case 2
Spacing (edge distance) s",., (= 2 Ca,.,) [mml 6 h.f 5 h.f 17 h.f 7 h.f 5 h.f 3 h.f 5 h.f 4 h.f 6 h.f 5 h.f
Splitting for minimum thickness of concrete member (The higher resistanee of Case 1 and Case 2 may be applied,)
Minimum thickness of concrete hmin ~ [mml 80 100 110 110 110 125 130 140 160
ease 1 (NoR k..C has to be replaced by NORk .• P) Characteristic resistance in NORk,SP [kNI 7,5 16 16 20 25 25 30 30 30 non-cracked concrete C20/25 -
Spacing (edge distance) Sct,SP (; 2 Ccr,sp) [mml 3 h.f - 3 h.f 3 h.f
Case2
Spacing (edge distance) s",., (= 2 Ca,.,) [mml 6 hef 7 her 6 her l7 her 7 h.f 7 h.f 6 h.f 7 h.f 6 h.f 6 h.f 6 h.f Increasing factor for NRk,.and NORk". \l'C [-I
(!c~e_)O.5
Concrete cone failure
Elfective anchorage depth her~ [mml 40 50 60 1 75 75 70 80 95 100 110 125
Factor acc, to CENITS 1992-4 kucr [-I 10,1
1) Pu li-out failure is not decisive 2) Maximum lang term temperature I Maximum short term temperature
Injection System HB-VMZ
Perfonnance Annex C2 Charaeteristie values for tension loads, HB-VMZ-A M8 - M12, non-cracked concrete, statie and quasi-statie action
Z54529.16 8.06.01-221 /16
Page 23 of European Teehnieal Assessment ETA-07/0256 of 1 September 2016
Eng/ish translation prepared by DIBt
Deutsches Institut
für Bautechnik OlBt
Table C4: Characteristic values for tension loads, HB-VMZ-A M16 - M24, non-cracked concrete, static and quasi-static action
90 105 125 145 160 116 170 190 170
Anehor size HB-VMZ-A M16 M16 M16 M16 M16 M20 M20 M20 M24 (LG) (LG) (LG)
Installation safety faetor "Y2=Ylnst [-I 1,0 Steel failure
Charaeteristie tension Steel, zine plated [kN] 88 95 111 111 97 96 188 188 222
resistance NRk,S A4, HCR [kN] 88 95 111 111 97 114 165 165 194
Partial safety faetor YM, [-I 1,5 1,68 1,5 Pull-out
Charaeteristie 50·C I 80·C " [kN] 1) 75 90 ') resistance NRk,p in non-eraeked
72·C I 120·C 2) [kN] 25 35 50 50 53 40 75 75 95 eonerete C20/25
Splitting
Splitting for standard thiekness of eonerete (The higher resistanee of Ca se 1 .nd Case 2 rn.y be applied.)
Standard thiekness of hstd ~ 2 hef [mm] 180 200 250 290 320 230 340 380 340 concrete
Case 1 (NORk.e has to be replaeed by N ORk.'P)
Characteristic resistance in NORk.SP [kN] 40 50 50 60 80
1) 115 non-eraeked eonerete C20/25 Spaeing
scr,sp (= 2 Cct,sp) [mm] 3 hof edQe distanee) Case 2
Spaeing s".'P (-.o~ [mm] 4 hef 4 hof 4 hof 4 hof 4 hof 3 hof 3 hef 4 hof 3 hef edge distanee) Ce" Splitting for minimum thiekness of eonerete (The higher resistanee of Case 1 and Case 2 rnay be applied.)
Minimum thiekness of hmin ~ [mm] 130 150 160 180 200 160 220 240 220 concrete
Case 1 (NORk.e has to be replaeed by N ORk.IP)
Characteristic resistance in NORk,SP [kN] 35 50 40 50 71 75 75 1)
non-eraeked eonerete C20/25 -Spaeing
scr,sp (= 2 Ccr,sp) [mm] 3 hof edge distanee) Case 2
Spaeing scr,sp (= 2 Ccr.sp) [mm] 5 hof 5 hef 6 hof 5 hof 5 hof 5 hof 5,2 hof 4,4 hof 5,2 hof
edge distanee)
Inereasing faetor for NRk,p and NORk,SP 'Ile
[-I (ck;ihe ) O,S Conerete co ne fallure
Effeetive anehorage depth hef2!: [mm] 90 105 I 125 145 I 160 I 115 170 I 190 I 170 Faetor ace. to CENITS 1992-4 k,,, [-I 10,1
1) Pull-out failure is not deeisive 2) Maximum long term temperature I Maximum short term temperature
Injection System HB-VMZ
200 226 M24 M24 (LG) (LG)
222 222
194 194
1,5
1)
95 95
400 450
1) 140
3 hof 3,6 h"
260 290
115 115
4,4 h.f 4,4 h"
200 225
Performance Annex C3 Charaeteristie values for tension loads, HB-VMZ-A M16 - M24, non-cracked concrete, statie and quasi-statie action
Z54529.16 8.06.01-221/16
Page 24 01 European Technical Assessment ETA-07/0256 011 September 2016
Englis/l translation prepared by olBt
Deutsches Institut
tür Bautechnik
Table CS: Characteristic values for shear load, HB-VMZ-A MB - M12,
DIEt
cracked and non-cracked concrete, static and quasi-static action
Anehor size HB-VMZ-A 40 50 60 75 75 70 BO 96 100 110 126 MB MB M10 M10 M12 M12 M12 M12 M12 M12 M12
Installation safety faetor Y2=Yinst [-] 1,0
Steel fallure without lever arm
Charaeteristic Steel, zinc [kN] 14 21 34 plated
shear resistanee VRk,s A4, HCR [kN] 15 23 34
Partial safety faetor 1Ms [-] 1,25 Faetor for duetility k2 [-] 1,0
Steel fallure with lever arm
Steel, zinc [Nm] 30 60 105
Charaeteristie bending plated moments MO Rk,s
A4, HCR [Nm] 30 60 105
Partial safety faetor 1Ms [-] 1,25
Conerete pry-out fall ure Factor k ace, ETAG 001, An nex C or k, ace, k(3) [-] 2 CENITS 1992-4
Conerete edge failure
Effeetive length of anehor I, [mm] 40 50 60 75 75 70 80 95 100 110 125 in shear load
Diameter of anehor dnom [mm] 10 12 12 14
Injection System HB-VMZ
Performance Annex C4 Charaeteristie values for shear load, HB-VMZ-A MB - M12, cracked and non-cracked concrete, statie and quasi-statie action
Z54529.16 8.06.01-221/16
Page 25 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIBt
Deutsches Institut
für Bautechnik OIBt
Table C6: Characteristic values tor shear load, HB-VMZ-A M16 - M24, cracked and non-cracked concrete, static and quasi-static action
Anchor size HB-VMZ-A
Installation safety faetor "(2=tinst [-]
Steel fallure without lever arm
Charaeteristie Steel, zine
[kN] plated
shear resistanee VRk,s A4, HCR [kN)
Partial safety faetor YM, [-) F aetor for d uetility k2 [-)
Steel fallure with lever arm
Charaeteristie Steel, zine [Nm] bending moments plated MO
Rks A4, HCR [Nm)
Partial safety factor YMs [-I Conerete pry-out fallure Factor k ace. ETAG 001, Annex C or k, ace. k(3) [-) CENITS 1992-4
Conerete edge failure Effeetive length of I, [mm) anehor in shear load Diameter of anehor dnom [mm]
1) This value may only be applied if" ~ 0,5!,;,
Injection System HB-VMZ
Perfonmanee
90 106 126 M16 M16 M16
63
63
1,25
266
266
1,25
90 105 125
18
145 160 M16 M16
145 160
Size M20 + M24:
Charaeteristic values for shear load, HB-VMZ-A M16 - M24, cracked and non-cracked concrete, statie and quasi-statie action
Z54529.16
116 170 190
M20 M20 M20 (LG) (LG)
1,0
70 149 " (98)
131 " 86 (86) 1,4 1,25
1,0
392 519
454
1,4 1,25
2
115 170 190
22 24
170 200 225 M24 M24 M24 (LG) (LG) (LG)
178 " (141) 156 " (123) 1,25
896
784
1,25
170 200 225
26
Annex C5
8.06.01-221 /16
Page 26 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIBt
Deutsches Institut
für Bautechnik
I
DIEt
Table C7: Characteristic resistances for seismic loading
HB-VMZ-A M10 - M12 performance category C1 and C2
Tension loads
Anchor size HB-VMZ-A 60 75 75 70 80 95 100
Ml0 Ml0 M12 M12 M12 M12 M12
Installation safety factor 'Yi=Yinst I-I 1,0
Steel fallure, steel zlnc plated
Characteristic resistance Cl N Rk,s.seis,cl [kNI 25 35 49 54
Characteristic resistance C2 N Rk,s.seis,c2 [kNI 25 35 49 54
Steel fallure, stalnless steel A4, HCR
Characteristic resistance Cl N Rk,s,seis,Cl [kNI 25 35 49 54
Characteristic resistance C2 N Rk,s,seis,C2 [kNI 25 35 49 54
Partial safety factor YMs,seis [-I 1,5
Pu li-out
Characteristic 50' C I 80'C " [kNI 14,5 14,5 30,6 resistance Cl NRk.p.seis.cl 72'C I 120'C " [kNI 10,9 10,9 20,0
Characteristic 50' C I 80'C " [kNI 7,4 7,4 8,7 resistance C2 N Rk.p,seis,c2 72'C I 120'C " [kNI 5,1 5,1 6,5
Increasing facter for NRk,p,seis '1', [-I 1,0
Shear loads
Anchor size HB-VMZ-A 60 75 75 70 80 95 100
Ml0 Ml0 M12 M12 M12 M12 M12
Installation safety factor 'Y2=Yinst [-I 1,0
Steel failure without lever arm, steel zinc plated
Characteristic resistance Cl VRk,s.seis.Cl [kNI 11,8 27,2
Characteristic resistance C2 VRk,s,seis,c2 [kNI 12,6 27,2
Partial safety factor YMs,seis [-I 1,25
Steel failure without lever arm, stalnless steel A4, HCR
Characteristic resistance Cl V Rk,s,seis,C 1 [kN] 12,9 27,2
Characteristic resistance C2 V Rk,s,seis,C2 [kN] 13,8 27,2
Partial safety factor 'YMs,seis [-I 1,25
Steel failure with lever arm
Characteristic bending moment Cl MO Rk.s,seis.C 1 [Nm] no performance determined
Characteristic bending moment C2 MO Rk,s,seis,C2 [Nm] no performance determined 1) Maximum long term temperature I Maximum short term temperature
Injection System HB-VMZ
110 125 M12 M12
57
57
57
57
110 125 M12 M12
Performance Annex C6 Characteristic resistances tor selsmlc loading, HB-VMZ-A Ml0 - M12, performance category C1 and C2
Z54529.1 6 8.06. 01 -221 /16
Page 27 of European Technical Assessment ETA-07/0256 of 1 September 2016
English lranslation prepared by DIBI
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Table C8: Characteristic resistances for seismic loading
HB-VMZ-A M16 - M24 performance category C1 and C2
Tension loads
90 105 125 145 160 115 170 190 170 200 225
Anchor size HB-VMZ-A M20 M20 M24 M24 M24 M16 M16 M16 M16 M16 M20
(LG) (LG) (LG) (LG) (LG)
Installation safety factor Y2=Y,n51 H 1,0 Steel failure, steel zinc plated
Characteristic resistance C1 NRk,l,fiei5,Cl [kN] 88 95 111 97 96 188 222
Characteristic resistance C2 NRk,s,seis,C2 [kN] 88 95 111 97 96 188 222
Steel failure, stainless steel A4, HCR
Characteristic resistance C1 N Rk,s,sei5,C 1 [kN] 88 95 111 97 114 165 194
Characteristic resistance C2 N Rk,s,seis,C2 [kN] 88 95 111 97 114 165 194
Partial safety factor YMs,sei5 [-I 1,5 1,68 1,5 1,5 Pu li-out
Characteristic 50"C 180°C I, [kN] 30,6 43,7 30,6 88,2 90,7
resistance C1 NRk,p,5els,c1 72"C I 120"C 1) [kN] 20,0 38,5 20,0 55,8 59,3
Characteristic SO'C 180'C " [kN] 13,5 16,1 26,1 16,1 59,7 59,7
resistance C2 NRk,p,sei5,C2 1) [kN] 10,0 12,0 19,5 11,0 44,4 44,4 72'C I 120'C
Increasing tactor tor NRk,p,seifi 4'c [-I 1,0
Shear loads
90 105 125 145 160 115 170 190 170 200 225
Anchor size HB-VMZ-A M16 M16 M16 M16 M16 M20
M20 M20 M24 M24 M24 (LG) (LG) (LG) (LG) (LG)
Installation safety factor 'Y2=Yin51 [-I 1,0 Steel failure without lever arm, steel zinc plated
Characteristic V Rk,s,seis,C 1 [kN] 39,1 39,1 82,3 107 resistance C1
Characteristic V Rk,s,seis,C2 [kN] 50,4 51,0
108,8 'I 154,9 'I resistance C2 (71,5) (122,7) Partial safety factor YMs,seiS [-I 1,25 1,4 1,25 1,25 Steel fall ure without lever arm, stainless steel A4, HCR Characteristic
VRk,s,5eis,Cl [kN] 39,1 39,1 72,2 93 resistance C1 Characteristic
V Rk,s,seis,C2 [kN] 50,4 62,6 95,6 'I 135,7 'I
resistance C2 (62,8) (107)
Partial safety factor 'YMs,sei5 [-I 1,25 1,4 1,25 1,25 Steel failure with lever arm
Characteristic bending MO [Nm] no performance determined moment C1 Rk,s,seis,Cl
Characteristic bending MO [Nm] no performance determined moment C2 Rk,s,seis,C2
1) This value may only be applied if I, ~ 0,5 t,;..(see Annex C5)
Injection System HB-VMZ
Performance Annex C7 Characteristic resistances for seismic loading, HB-VMZ-A M16 - M24, performance category C1 and C2
Z54529.16 8.06.01-221/16
Page 28 of European Technical Assessment ETA-0710256 of 1 September 2016
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Table C9: Displacements under tension loads, HB-VMZ-A MS - M12
Anchor size HB-VMZ-A 40 60 60 75 75 70 80 95 100 110 125 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12 M12
Tension load in eraeked eonerele N IkN] 4,3 6,1 8,0 11 ,1 11 ,1 10,0 12,3 15,9 17,1 19,8 24,0
Displacemenl ON. Imm] 0,5 0,5 0,5 0,6 0,6 0,6 0,6 0,6 0,6 0,7 0,7
ÖN", [mm] 1,3
Tension load in non-eraeked N [kN] 4,3 8,5 11,1 15,6 15,6 14,1 17,2 19,0 24,0 23,8 23,8
eonerele
Displaeemenl ON. [mm] 0,2 0,4 0,4 0,4 0,4 0,4 0,4 0,4 0,4 0,6 0,6
ONoo [mm] 1,3
Displaeemenls under seismie lension loads C2
Displacemenls for DLS ÖN.seis,C2(OlSl [mm] - - 1,0 1,0 1,3 Displaeemenls for ULS ÖN,seis,c2cUlSI [mm] - - 3,0 3,0 3,9
Table C10: Displacements under tension loads, HB-VMZ-A M16 - M24
90 105 125 145 160 115 170 190 170 200 225
Anchor size HB-VMZ-A M20 M20 M24 M24 M24 M16 M16 M16 M16 M16 M20 (LG) (LG) (LG) (LG) (LG)
Tension load in N [kN] 14,6 18,4 24,0 30,0 34,7 21,1 38,0 44,9 38,0 48,5 57,9
eracked conerele
Displaeemenl ON. [mm] 0,7 0,7 0,7 0,8 1,2 0,7 0,8 0,8 0,8 0,9 0,9
ON. [mm] 1,3 1,6 1,1 1,3 1,3
Tension load in N [kN] 20,5 25,9 33,0 35,7 48,1 29,6 53,3 63,0 53,3 67,9 81,1 non-eraeked conerele
Displacemenl ON. [mm] 0,6 0,6 0,6 0,6 0,8 0,5 0,6 0,6 0,6 0,6 0,6
ON. [mm] 1,3 1,6 1,1 1,3 1,3
Displacemenls under seismie lension loads C2
Displaeements ÖN,seiS,C2(OlS) [mm] 1,5 1,9 1,9 for DLS
Displaeements ÖN,seis,C2(UlSl [mm] 4,4 4,5 4,5 for ULS
Injection System HB-VMZ
Performance Annex CS
Displaeements under tension loads, HB-VMZ-A
Z54529.16 8.06.01-221/16
Page 29 of European Technical Assessment ETA-07/0256 of1 September 2016
English translation prepared by DIBt
Deutsches Institut
für Bautechnik OIBt
Table C11: Displacements under shear loads HB-VMZ-A MB - M12
Anchor slze HB-VMZ-A 40 50 60 75 75 70 80 95 100 110 125 M8 M8 M10 M10 M12 M12 M12 M12 M12 M12 M12
Shear load V [kN] 8,3 13,3 19,3
Displacements Ove [mm] 2,4 2,5 2,9 3,3 Ov~ [mm] 3,6 3,8 4,4 5,0
Displacements under seismic shear loads C2
Displacements Öv,se is.c 2(DLS) [mm] - - 2,1 2,5 for DLS
Displacements Ov.seiS,C2(UlS) [mm] - - 3,7 5,1 for ULS
Table C12: Displacements under shear loads HB-VMZ-A M16 - M24
90 105 126 145 160 116 170 190 170 200 225
Anchor slze HB-VMZ-A M16 M16 M16 M16 M16 M20
M20 M20 M24 M24 M24 (LG) (LG) (LG) (LG) (LG)
Shear load V [kN] 36 44 75 89
(49) (71)
Ove [mm] 3,8 3,0 4,3 4,6 (3,0) (3,5) Displacements
6,5 6,9 Ov. [mm] 5,7 4,5 (4,5) (5,3) Displacements under seismic shear loads C2
Displacements Öv,l e is ,C2{DLS) [mm] 2,9 3,5 3,7 for DLS
Displacements ÖV,l eiS,C2(ULS) [mm] 6,8 9,3 9,3 for ULS
Injection System HB-VMZ
Perfonnance Annex C9 Displacements under shear loads, HB-VMZ-A
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Page 30 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIBt
Deutsches Institut
tür Bautechnik
I
DIBt
Table C13: Characteristic values for tension load, HB-VMZ-IG , cracked concrete
Anchor size HB-VMZ-IG 40 50 60 75 70 80 90 105 125 115 170 170 M6 M6 M8 M8 M10 M10 M12 M12 M12 M16 M16 M20
Installation safety facter Y2=Yinst [-] 1,0
Steel failure
Characteristic Steel, zinc plated [kN] 15 16 19 29 35 67 52 125 lOB tension resistance NRk,& M, HCR [kN] 11 19 21 33 47 65 BB 94
Partial safety factor 1M, [-] 1,5
Pull-out Characteristic resistance 50'C I BO'C 2) [kN] 'I NRk,p in cracked concrete
72'C 1120'C 2) [kN] 5 7,5 12 16 20 20 30 50 30 60 75 C20/25
Increasing factor 410 [-] (fCk;~bC ) 0,5
Concrete cone failure
Effective ancherage depth h.f [mm] 40 50 60 75 70 BO 90 105 125 115 170 170
Factor according to CENITS 1992-4 ka [-] 7,2
1) Pull-out failure is not decisive 2) Maximum lang term temperature I Maximum short term temperature
Injection System HB-VMZ
Performance Annex C10 Characteristic values for tension load, HB-VMZ-IG, cracked concrete
Z54529.16 8.06.01-221/16
Page 31 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIBt
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für Bautechnik DlBt
Table C14: Characteristic values for tension load, HB-VMZ-IG, non-cracked concrete
Anchor size HB-VMZ-IG 40 50 60 75 70,1 80 9O~1105~1125 115 170 170 M6 M6 M8 M8 M10 M10 M12 M12 M12 M16 M16 M20 Installation safety factor Y2;Yinst [-] 1,0
Steel failure
Characteristic Steel, zinc plated [kN] 15 16 19 29 35 67 52 125 108 tension resistance NRk.s A4, HCR [kN] 11 19 21 33 47 65 BB 94
Partial safety factor YM, [-] 1,5
Pull-out
Characteristie resistance 50°C I BO°C 2) [kN] 9 1) 1)
NRk,p in non-eraeked 72°C 1120°C 2) 16 I 25 25 I 35 I 50 concrele C20/25 [kN] 6 9 16 40 75 95
Splitting
Splitting for standard thlckness of concrete (The higher resistance of Gase 1 and Gase 2 may be applied.)
Standard thickness of concrete h.ld ~ 2h.f I[mmll 100 112011501140]160 1BO 1200 1250 230 340 340
Case 1 (NORk.e has to be replaced by NOR I
Page 32 of European Technical Assessment ETA-07/0256 of 1 September 2016
English translation prepared by DIBt
Deutsches Institut
für Bautechnik
Table C15: Characteristic values for shear load, HB-VMZ-IG, cracked and non-cracked concrete
Anehor size HB-VMZ-IG 40 60 50 76 70 80 90 M5 M5 M8 M8 Ml0 M10 M12
Installation safety factor Y2=Yinst [-I 1,0
Steel failure without lever arm
Characteristic Steel, zinc plated [kNI 8,0 9,5 15 18 shear resistance VRk.$ A4, HCR [kNI 5,5 9,5 10 16
Partial safety factor YM, [-I 1,25 Factor for ductility k, [-I 1,0 Steel fallure with lever arm
Characteristic bending Steel, zinc plated [kN] 12 30 60 moments MO Rk.s A4, HCR [kN] 8,5 21 42
Partial safety factor YM, [-I 1,25 Conerete pry-out failure Factor k acc. ETAG 001, Annex C or k, acc. kl,) [-I 2 CENITS 1992-4
Conerete edge failure Elfective length of anchor in I, [mm) 40 50 60 75 70 80 90 shear load Diameter of anchor d nom [mm) 10 12 14
Table C16: Displacements under tension loads, HB-VMZ-IG
Anehor size HB-VMZ-IG 40 60 50 76 70 80 90 M5 M5 M8 M8 Ml0 M10 M12
Tension load in craeked conerete N [kN] 4,3 6,1 8,0 11,1 10,0 12,3 14,6
Displacement 8NO [mm] 0,5 0,5 0,6 0,6
8N. [mm] 1,3
Tension load in non-eraeked concrete N [kN] 4,3 1 8,5 111,1115,6114,1 17,2 20,5
Displacement 8NO [mml 0,2 1 0,4 1 0,4 1 0,4
8N. [mm] 1,3
Table C17: Displacements under shear loads, HB-VMZ-IG
Anehor size HB-VMZ-IG 40 60 50 76 70 80 90 M5 M5 M8 M8 Ml0 Ml0 M12
Shear load V [kN] 4,6 5,4 8,4 10,1 Steel, zine plated
Displacement Svo [mm] 0,4 0,5 0,4 0,5
8v• [mm] 0,7 0,8 0,7 0,8
Shear load V [kN] 3,2 5,4 5,9 9,3 Slainless steel A41 HCR
Displacement Svo [mm] 0,3 0,5 0,3 0,5
8v. [mm] 0,4 0,7 0,5 0,7
Injection System HB-VMZ
Performance
DIBt
106 126 M12 M12
34
24
105
74
105 125
18
106 126 M12 M12
18,4 24,0
0,7
25,9133,0 0,6
105 125 M12 M12
19,3
1,2
1,9
13,5
0,9
1,4
Characteristic values tor shear load, HB-VMZ-IG, cracked and non-eraeked concrete, Displacements
Z54529.16
116 170 170 M15 M15 M20
26 63 54
32 44 47
212 266 519
187 187 365
.
115 170 170
22 24 26
116 170 170 M15 M15 M20
21 ,1 38,0 38,0
0,7 0,8 0,8
1,1 1,3 1,3
29,6 53,3 53,3
0,5 0,6 0,6
1,1 1,3 1,3
115 170 170 M15 M15 M20
14,8 35,8 30,7
0,8 1,9 1,2
1,2 2,8 1,9
18,5 25,2 26,9
1,0 1,4 1,1
1,5 2,1 1,6
Annex C12
8.06.01-221/16
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NOTES REGARDING THIS CATALOGUETechnical and design changes reserved. The information in this publication is based on state-of-the-art technology at the time of publication. We reserve the right to make technical and design changes at any time. HALFEN GmbH shall not accept liability for the accuracy of the information in this publication or for any printing errors.
The Quality Management System of HALFEN GmbH is certified for the locations in Germany, France, the Netherlands, Austria, Poland, Switzerland and the Czech Republic according to DIN EN ISO 9001:2015, Certificate No. QS-281 HH.
Furthermore HALFEN is represented with sales offi ces and distributors worldwide. Please contact us: www.halfen.com
CONTACT HALFEN WORLDWIDEHALFEN is represented by subs id iar ies in the fo l lowing 14 countr ies , p lease contact us :
For further information please contact: www.halfen.com
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ETA_HB-VMZ 09/16-EGeneral PartSpecific PartAnnex AAnnex BAnnex CContact