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ISSUE
BYD
ATEM
OD
IFICATIO
N
Fixing Centre Ltd, U
nits B & C, Burntcom
mon,
London Road, Send, Surrey G
U23 7LN
Phone: +44 (0) 1483 226420 Fax: +44 (0) 1483 226421Em
ail: [email protected]
CLIEN
T
TITLE
DR
G. N
o.
DR
N.
TYPE
DATE
SCALE
1:5Q
.A.C
HKD
.
VARLEY & GULLIVER LTDM
24 - SSR 170 CRADLE ANCHOR
10/09/08D
.G.
A.P.
FCL 602
100
50
50
100
50
50
5050 290
TYPE H3000 MAST
5mm
FILLET WELD
IN TH
ELO
CATIO
NS SH
OW
N.
PLAN VIEW
ELEVATION
.
TRAFFIC FLOW DIRECTION.
H3000 C
AST-IN
ANC
HO
RAG
E SPECIFIC
ATION
A/. THIS AN
CH
OR
AGE IS D
ESIGN
ED AN
D SPEC
IFIED IN
C
OM
PLIANC
E WITH
:
A.1 THE M
ANU
AL OF C
ON
TRAC
T DO
CU
MEN
TS FOR
HIG
HW
AY
WO
RKS, VO
LUM
E 1, SERIES 400, 1300 AN
D TD
19/06
REQ
UIR
EMEN
T FOR
RO
AD R
ESTRAIN
T SYSTEMS.
A.2 BS.6779-1:1998 H
IGH
WAY PAR
APETS FOR
BRID
GES AN
D
OTH
ER STR
UC
TUR
ES.
A.3 BD 94/07 D
ESIGN
OF M
INO
R STR
UC
TUR
ES.B/. C
HAR
ACTER
ISTIC AN
CH
OR
AGE R
ESISTANC
E =469kN.
D
ESIGN
RESISTAN
CE PER
SOC
KET. =254kN.
C/. TH
E SOC
KET THR
EADS M
UST BE LIN
ED W
ITH H
IGH
CR
EEP
RESISTAN
T GR
EASE PRIO
R TO
INSERTIO
N O
F THE BO
LT TO
FACILITATE FU
TUR
E MAIN
TENAN
CE O
F THE AN
CH
OR
ED
CO
MPO
NEN
T.D
/. THR
EAD TO
LERAN
CES.
AN
CH
OR
SOC
KET INTERVAL - C
LASS 6H M
EDIU
M FIT TO
BS.3643-2:2007.
E/. WELD
ING
:
ALL WELD
S TO BE IN
ACC
OR
DAN
CE W
ITH BS.EN
.1011-3:2000.F/. H
OLD
ING
DO
WN
BOLTS:
U
SE SSR170 AD
JUSTM
ENT STU
D SETS AS D
ETAILED O
N
DR
AWIN
G N
UM
BER FC
L 603.G
/. CO
NC
RETE FO
UN
DATIO
NS TO
BE REIN
FOR
CED
AND
A
MIN
IMU
M C
ON
CR
ETE GR
ADE O
F C25/30.
Item N
o. D
escription.M
aterial.
MATER
IAL SPECIFIC
ATION
.
1. SSR
100 Anchorage Socket.
SSR-550 STAIN
LESS STEEL CO
NN
ECTO
R.
MIN
IMU
M 0.2%
PRO
OF STR
ESS = 550 N/m
m2.
MIN
IMU
M U
LTIMATE TEN
SILE STREN
GTH
= 650 N/m
m2.
GR
ADE 8.8 H
IGH
TENSILE STEEL BO
LTS TO BS.3692:2001
MIN
IMU
M YIELD
STREN
GTH
= 640 N/m
m2.
MIN
IMU
M TEN
SILE STREN
GTH
= 800 N/m
m2.
CAR
BON
STEEL TO BS.EN
, 10025-1 & 2:2004 GR
ADE S275JR
.M
INIM
UM
YIELD STR
ENG
TH = 275 N
/mm
2.M
INIM
UM
ULTIM
ATE TENSILE STR
ENG
TH = 410N
/mm
2.
35mm
Diam
eter Bar - SSR550
Stainless Steel grades 1.4401,1.4436 O
R 1.4362 (D
uplex) toBS.10088-1:2005.
2. M
24 Hexagonal H
ead Bolt.H
igh Tensile Steel Class 8.8 to
BS.3692:2001.
3. Anchorage Base Straps.
Carbon Steel to BS.EN
.10025-1and 2:2004 grade S275JR
.
4. Anchorage Base Strapsconnecting straps.
Carbon Steel to BS.EN
.10025-1and 2:2004 grade S275JR
.
5. Plyw
ood Template.
FSC Softw
ood plywood board
or similar.
arley and Gulliver Ltd.
ww
w.v-an
d-g
.co.u
k
© FIX
ING
CEN
TRE LTD
2006 - THIS D
OC
UM
ENT IS TH
E CO
PY
RIG
HT W
OR
K O
F FIXIN
G C
ENTR
E LIMITED
. IT MA
Y N
OT B
E CO
PIED
(IN W
HO
LE OR IN
PAR
T) W
ITHO
UT TH
E PRIOR W
RITTEN C
ON
SENT O
F FIXIN
G C
ENTRE LTD
. THE C
ON
TENT
AN
D A
NY
DESIG
N D
ISCLO
SED IN
THIS D
OC
UM
ENT M
AY A
LSO B
E THE SU
BJEC
T OF O
THER IN
TELLECTU
AL PR
OPER
TY RIG
HTS A
ND
THE REPR
OD
UC
TION
OF A
NY
CO
NTEN
T OR D
ESIGN
SHO
WN
IN TH
IS DO
CU
MEN
T WITH
OU
T THE PRIO
R WRITTEN
CO
NSEN
T OF FIX
ING
CEN
TRE LTD IS P
RO
HIB
ITED A
ND
MAY
INFRIN
GE SU
CH
INTELLEC
TUA
L PRO
PERTY
RIGH
TS. UN
LESS OTH
ERW
ISE EXP
RESSLY
AG
REED
IN W
RITING
BY
FIXIN
G C
ENTR
E LTD U
ND
ER A
NY
DESIG
N C
ON
TRA
CT O
R OTH
ERA
GR
EEMEN
T SHA
LL BELO
NG
TO FIX
ING
CEN
TRE LTD
AB
SOLU
TELY N
O LIC
ENC
E IS HEREB
Y G
IVEN
OR
IS INFER
RED
IN R
ESPEC
T OF SU
CH
INTELLEC
TUA
L PRO
PERTY
INSTALLATIO
N PR
OC
EDU
RE.
1. THE PLYW
OO
D IS TO
BE NAILED
TO TH
E SHU
TTERIN
G BEFO
RE PO
UR
ING
, IF IT IS NEC
ESSARY TO R
EMO
VE
THE PLYW
OO
D TH
IS SHO
ULD
NO
T BE DO
NE U
NTIL TH
E CO
NC
RETE IS SET SU
FFICIEN
TLY TO PR
EVENT AN
Y
DISTU
RBAN
CE O
F THE AN
CH
OR
AGE. TH
E BOLTS M
UST BE R
EPLACED
IN TH
E SOC
KETS, TO EN
SUR
E THAT
TH
EY ARE N
OT LO
ST. ALL SOC
KET THR
EADS AR
E TO BE KEPT C
LEAN.
2. APPLY HIG
H C
REEP R
ESISTANT G
REASE TO
SOC
KET THR
EADS BEFO
RE IN
SERTING
BOLT.
3. ANC
HO
RAG
E UN
ITS ARE SU
PPLIED W
ITH PLYW
OO
D TEM
PLATE FOR
FIXING
TO FO
RM
WO
RK.
M24
50
11520
8
330
5050
290
390
O35
FIX BY WELD
OR
TRU
LOC
SUPER
LOC
360 THR
EADLO
CKIN
G AD
HESIVE.
2 134 30 MINIMUM
ENGAGEMENT
25 MINIMUM
ENGAGEMENT
TACK W
ELDED
.
AD
EG17.12.08
CLIEN
TAM
END
MEN
TS
PLYWO
OD
TEMPLATE.
4No. 26m
mD
IAMETER
HO
LES IN TH
ELO
CATIO
NS
SHO
WN
.
CO
NC
RETE
FOU
ND
ATION
OU
TLINE.
(TO ELIM
INATE RED
UC
TION
FAC
TORS.)
MIN
IMU
M PO
ST CEN
TRES
65
O150
290
420
65
5
MIN
IMU
M ED
GE D
ISTANC
ES.
290
420
6565
600600
600 600
600600
6001920
600
M24 SSR 170 STUD SET CLASS A4-80
HOLDING
DOW
N BOLT
DETAIL OF H3000 M
ASTFC
L 603©
FIXIN
G C
ENTR
E LTD 2006 - TH
IS DO
CU
MEN
T IS THE C
OP
YR
IGH
T WO
RK
OF FIX
ING
CEN
TRE LIM
ITED. IT M
AY
NO
T BE C
OP
IED (IN
WH
OLE O
R IN PA
RT
) WITH
OU
T THE PRIO
R WRITTEN
CO
NSEN
T OF FIX
ING
CEN
TRE LTD. TH
E CO
NTEN
TA
ND
AN
Y D
ESIGN
DISC
LOSED
IN TH
IS DO
CU
MEN
T MAY
ALSO
BE TH
E SUB
JECT O
F OTH
ER INTELLEC
TUA
L PRO
PERTY
RIGH
TS AN
D TH
E REPRO
DU
CTIO
N O
F AN
Y C
ON
TENT O
R DESIG
N SH
OW
N IN
THIS D
OC
UM
ENT W
ITHO
UT TH
E PRIOR W
RITTENC
ON
SENT O
F FIXIN
G C
ENTRE LTD
IS PR
OH
IBITED
AN
D M
AY IN
FRING
E SUC
H IN
TELLECTU
AL PR
OPER
TY RIG
HTS. U
NLESS O
THER
WISE EX
PR
ESSLY A
GR
EED IN
WRITIN
G B
Y FIX
ING
CEN
TRE LTD
UN
DER
AN
Y D
ESIGN
CO
NTR
AC
T OR O
THER
AG
REEM
ENT SH
ALL B
ELON
G TO
FIXIN
G C
ENTR
E LTD A
BSO
LUTELY
NO
LICEN
CE IS H
EREBY
GIV
EN O
R IS IN
FERR
ED IN
RESP
ECT O
F SUC
H IN
TELLECTU
AL PR
OPER
TY
SSR 170 A
DJU
STMEN
T STUD
SETS
INSTALLATIO
N PR
OC
EDU
RE
1. SCR
EW TH
E THR
EADED
STUD
INTO
THE AN
CH
OR
SOC
KET BY HAN
D,
EN
SUR
ING
THAT TH
E MIN
IMU
M EN
GAG
EMEN
T OF TH
READ
IS 30MM
.
IT IS REC
OM
MEN
DED
THAT H
IGH
CR
EEP RESISTAN
T GR
EASE IS
APPLIED TO
THE IN
TERN
AL THR
EAD BEFO
RE IN
SERTING
THE STU
D.
2. PLACE A STAIN
LESS STEEL WASH
ER O
VER TH
E STUD
. SCR
EW A
H
EXAGO
N N
UT D
OW
N TH
E STUD
UN
TIL THE W
ASHER
IS IN
CO
NTAC
T WITH
THE C
ON
CR
ETE SUR
FACE. TIG
HTEN
THE
C
ON
NEC
TION
BUT D
O N
OT O
VER TO
RQ
UE.
3. THR
EAD A SEC
ON
D H
EXAGO
N N
UT O
NTO
THE STU
D AN
D SC
REW
D
OW
N TO
THE LO
WER
PART BUT D
O N
OT TIG
HTEN
.
4. PLACE A STAIN
LESS STEEL WASH
ER FO
LLOW
ED BY TH
E NYLO
N
ISOLATO
R W
ASHER
AND
FINALLY A G
ALVANISED
WASH
ER O
VER
THE N
UT. EN
SUR
E THAT TH
IS SEQU
ENC
E IS STRIC
TLY FOLLO
WED
.
5. WH
EN ALL TH
E STUD
S ARE FITTED
IN TH
E ANC
HO
RS FO
LLOW
ING
TH
E ABOVE SEQ
UEN
CE, TH
E CO
LUM
N BASE PLATE C
AN BE PLAC
ED
OVER
THE PR
OJEC
TING
RO
DS. TH
E LEVEL CAN
BE ADJU
STED U
SING
TH
E HEXAG
ON
NU
T BELOW
THE PLATE.
6. WH
EN TH
E LINE AN
D LEVEL H
AVE BEEN SET PLAC
E THE SEC
ON
D
GALVAN
ISED W
ASHER
OVER
THE STU
D. N
EXT POSITIO
N TH
E NYLO
N
TOP H
AT ISOLATO
R W
ASHER
ON
THE STU
D EN
SUR
ING
THAT TH
E
SHAN
K PASSES THR
OU
GH
THE O
VERSIZE H
OLE IN
THE W
ASHER
AN
D IN
TO TH
E DR
ILLED H
OLE O
R SLO
T IN TH
E BASE PLATE. FINALLY
PLAC
E THE STAIN
LESS STEEL WASH
ER O
VER TH
E NYLO
N TO
P HAT
W
ASHER
.
7. SCR
EW TH
E THIR
D H
EXAGO
N N
UT O
NTO
THE STU
D AN
D TIG
HTEN
TO
A TOR
QU
E WITH
IN TH
E RAN
GE 155 TO
180Nm
.
8. SCR
EW O
N TH
E FOU
RTH H
EXAGO
N N
UT AN
D LO
CK O
NTO
THE TH
IRD
N
UT U
SING
A SPANN
ER.
4 2 114621172
5
188M
24
Item N
o. D
escription.M
aterial.
1. M24 H
exagonal Full Nuts
Stainless Steel Class A4-80
to BS.EN.ISO
.3506-2:1998
2. M24x44x4m
m Flat W
ashersA4 Stainless Steel Form
A toBS 4320: 1968
3. M24 N
ylon Top Hat Isolation
Washer
Nylon 66
Nylon 66
M27x85x6m
m W
ashers
To Varley and Gulliver
Specification25m
m G
alvanised SteelBase Plate
Galvanised Steel Form
G to
BS 4320: 19684.
5. M24 N
ylon Flat Washer
6. M24x188m
m Long All Thread
StudStainless Steel C
lass A4-80to BS.EN
.ISO.3506-1: 1997
7.
arley and Gulliver Ltd.
ww
w.v-an
d-g
.co.u
k
ISSUE
BYD
ATEM
OD
IFICATIO
NAB
DEG
2.04.09C
LIENT
AMEN
DM
ENTS
DEG
14.04.09C
LIENT
AMEN
DM
ENTS
Fixing Centre Ltd, U
nits B & C, Burntcom
mon,
London Road, Send, Surrey G
U23 7LN
Phone: +44 (0) 1483 226420 Fax: +44 (0) 1483 226421Em
ail: [email protected]
CLIEN
T
TITLE
DR
G. N
o.
DR
N.
REF.
DATE
SCALE
1:2Q
.A.C
HKD
.
VARLEY & GULLIVER LTD
10/09/08D
.G.
A.P.
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