n:drawingsstandardaluminiumhimast passive … mast set.pdf · all welds to be in accordance with...
TRANSCRIPT
ISSUE
BYD
ATEM
OD
IFICATIO
N
© 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.
CLIEN
T
TITLE
DR
G. N
o.
DR
N.
TYPE
DATE
SCALE
1:5Q
.A.C
HKD
.
VARLEY & GULLIVER LTDM
20 - SSR 170 CRADLE ANCHOR
10/09/08D
.G.
A.P.
FCL 601
45
45
90
45
45
45
90
45 235
TYPE H2000 MAST
5mm
FILLET WELD
IN TH
ELO
CATIO
NS SH
OW
N.
PLAN VIEW
ELEVATION
.
TRAFFIC FLOW DIRECTION.
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]
H2000 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 =330kN.
D
ESIGN
RESISTAN
CE PER
SOC
KET. =177kN.
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 604.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.
30mm
Diam
eter Bar - SSR550
Stainless Steel grades 1.4401,1.4436 O
R 1.4362 (D
uplex) toBS.10088-1:2005.
2. M
20 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
M20
40
100206
280
4545
235325
O35
FIX BY WELD
OR
TRU
LOC
SUPER
LOC
360 THR
EADLO
CKIN
G AD
HESIVE.
2 134 25 MINIMUM
ENGAGEMENT
TACK W
ELDED
AD
EG17.12.08
CLIEN
TM
OD
IFICATIO
NS
21 MINIMUM
ENGAGEMENT
PLYWO
OD
TEMPLATE.
4No. 22m
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.
57.5
O150
235
350
57.5
1
MIN
IMU
M ED
GE D
ISTANC
ES.
57.5235
350
57.5
520520
520520
1875520
520
520
520
520
M20 SSR 170 STUD SET CLASS A4-80
HOLDING
DOW
N BOLT
DETAIL OF H 2000 M
AST& H 1000 M
ASTFC
L 604
ISSUE
BYD
ATEM
OD
IFICATIO
NA
DEG
2.04.09C
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.
BD
EG14.04.09
CLIEN
TAM
END
MEN
TS
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 25MM
.
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 130 TO
150Nm
.
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.
© 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
SSR 170 A
DJU
STMEN
T STUD
SETS
4 2 114621172 5
150
Item N
o. D
escription.M
aterial.
arley and Gulliver Ltd.
ww
w.v-an
d-g
.co.u
k
M20
1. M
20 Hexagonal Full N
uts
2. M20x37x3m
m Flat W
ashers
3. M20 N
ylon Top Hat Isolation
Washers
M22x50x4m
m Flat W
ashers
20mm
Galvanised Steel
Base Plate
4.
5. M20 N
ylon Flat Washer
6. M20x150m
m Long All Thread
Stud
Stainless Steel Class A4-80
to BS.EN.ISO
.3506-2:1998
A4 Stainless Steel Form A to
BS 4320: 1968
Nylon 66
Galvanised Steel to BS 4320:
1968
To Varley and Gulliver
Specification
Nylon 66
Stainless Steel Class A4-80
to BS.EN.ISO
.3506-1: 19977.
