speed box culvert
TRANSCRIPT
SPANN I NG PANEE WAtt SYSTEM
All materiaLs ltresented herein including concept, formulae,calculation, ideas are the sole proprietary rights of Speed Concrete Industries Sd.n. Bhd.and granted pending patent applications and other intellectual property rights. Materials shoulcl only be usedfor the purpose of evaluating the
technology and should not be disclosed to any third partf without the express consent Speed Concrete Industries Scln. Bhtl.
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DESCRIPTION OF SP.WALL SYSTEM IThe Speed SP-Wall system is precast retaining wall system which consists of 3 components, namely:-
r Reinforced Concrete Pillar.r Reinforced Concrete Spannine Panel.r Tie Back System.
The stability of system is obtained from passive earth with pressure mobilized in front of the embedded toeof the wall and it has been enhanced by additional support through the deployment of anchors, ties, strutsplaced at appropriate level at the back of RC Pillar.
;The SP-Wall system is mainly used to retain earth exposed smooth concrete surfaces. The RC Pillar andRC Spanning Panel can be installed easily and efficiently because of the built-in self mounting joint. TheRC Piliar will be driven into the soil by using vibro - hammer or hydraulic drop hammer followed bymounting of RC Spanning Panel between two RC Pillars. It can be installed in straight line or curve profilefollows the required / design alignment. The sequence of installation is described following:-
r Site clearing with working access platform.r To set the alignment of wall and install guide frame.r To pitch, align in position and to drive the RC Pillar.r To install RC Spanning Panel and place tie back anchor or cast capping beam.r Backfilling and finishing.
;The SP-Wall system can be used for the following purpose:-
r Shoreline and slope protection.r River widenins and river bank protection.r Retaining walffor land reclamaiion.r Extended soil platform for addition space for residentiali commercial land developmentr Channel lining for drainage system.
: The SP-Wali system require light machineries and small access road for installation.r The deep penetration of spanning panel into soil profile and it will not affect by to erosion or scouring
which normally happen at conventional retaining wall.r Fast installation and no additional temporary work is require to save the time and cost.r The well design joints eliminate the gaps normally happen between precast drain or L-shape units.t Easy to transport as compared with large size L-shape units.I Efficient SP-Wall ciesien has minimized the foundation cost sisnificantlv.
INSTALLATION OF SP WALL SYSTEM
PROJECT FORJABATAN KERJA RAYA, KUALA KUBU, SELANGOR.
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Typical Spanning Panel | 180 (D)
NOTTO 5CALE
INSTALLATION OF SP WALL SYSTEM
PROJECT FOR MAJLIS DAERAH PEKAN, KUALA PAHANG AT PEKAN, PAHANG.
IIoO
RC PILLAR (All in millimeter)RC Pillar wrDTH (W)
', THICKNESS (D) HETGHT (r{}
.,LENGTH (L},. ,
RCP-6 350 i I . 190 40O i
. RCP_9 350. 180 9OO0 l
RCP-1 2 3s0 4oo :: l
5P Wall Panel wrDTH (W) [ THTCKNESS (Dl) MAXTHICK, HETGHT {}r}j'.. r
100 lso i."r 2ooo .l
l82o I roo i50 '-.j 3ooo .r:l'.,1
-
SOo x 3o{, SA\DtsA( Ktsir I iNai
HT Hol Dirped (i.ra.ni>..i :onnnl H t lrai
TECHNICAL DATA
SP WALL PANHL .
(mm)hCPtLLAfl fmm) SafeAxlal Load
(KN}UltlmateBendlng
Moment (KNm)Weiqht (Ton)
Tvbe Lensth(L) SP RCPSP-2 2000 RCP-6 6000 750 60 0.98 1.47 :
RCP-9 9000 : 750 60:.i 2.22. ,
RCP-12 12000, 750 2.95 .,. 'SP-3 3000 RCP-6 OUUU 750 122 , 1.54 |,,2+/ , I
RCP-9 sooo 750 147 2.22RCP - 12 12000 l /5U 147 2.95
"
=-ri**:nnil3
The design of speed SP-1Mall system in accordance with RC Design BS 811O:Part L:1,997.Concrete grade, fcu = 45N/mm2 (Pillar). Subject to the requirements by the consultants and client.Concrete grade, fcu = 40N/mm2 (Wall). Subject to the requirements by the consultants and client.Steel reinforcement strength fy = sOON/mm2 and conforming to MS 146.The cement (OPC) is conformins.to MS 522.
rrE BACK SP-WALL SYSTEM il
It is our policy to continuously review and improve products and their design,Information in this leaflet is therefore subject to change without notice.
SPEED CONCRETE INDUSTRIES SDN BHD e3252z-x)
HEAI) OFFICE:B-03-29 & B-03-30, Block B, Merchant Square, No. l, Jalm Tropicana Selatan 1, PJU 3,47410 Petaling Jaya, Selangor Dml Ehsan, Malaysia
Tel: 603-7885 0568 Fax: 603-7885 0186
JOHOR OFFICE:No. 28-1, Tkt 1, Jalan Pemas 10/7, Bandm Baru Pemas Jaya, 81750 Masai, Johor
Tel: 607-388 7916 Fax:607-3887967RASA FACTORY:
Lot 4, Jalan PersiaranZwah 1, Pusat Perindustrian Zuah, 44200 Rasa, Hulu Selmgor, Selangor Dml EhsanTel:603-6057 4915 / 2898 / 2166 Fax: 603-6057 0552
KUANTAN FACTORY:Lot 16, Kaw. Perindustrian Gebeng,26080 Kuantm, Pahang Darul Makmur
Tel: 609-583 4881 / 4858 Fax: 609-583 4732
KLUANGFACTORY:24 km, Jalan Paloh, 86000 Kluang, Johor Darul Takzim
Tel: 607-810 6067 Fax: 607-810 6076
Website: wwwspeedconcrete.com.my
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THE BACK 5Y5TEI\.4 {if f equired)
\ concnmnocx
A
SPEEDSP-WALL
sYSTElt4 _
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ISOMETRIC VIEW
( Printed in October 2010. To allow for product improvement, information contained in this brochure may change without notice.)
BW@ULVERKJ
Sprcified requirements based on
the MS 1293: Part I : 1992.
l
Size avaihbilitl
- Standard culvrts
(Not erceeding I800 mnr
width and 1800 nn depth).
- Supersize culverts
(Up to 3650 mnr width
nnd 3650 mnt depth).
Advdntnges:
- Stringent qunlitv totttrollal.
- Practices dt factlt1l conditittrt.
- Resulting in a quality TtrotluL't.
- Reduced constnu'tioil tinv.
' Minimum supenlision nt sita.
SIRIM SIRIMMALAYSIA STANDARD
il
I-nbricated through
rigorous quali7l
, I manufacturing
pr}cesses.
Progress o;f
consttactt0n
undetefted with
simple and fast
handling, and
installation
process.
i-'t
- Reduced overall cost
IIo
ADVANTAGES I* Easy for handling and installation
* The work progress less affected by adverse weather conditions
* Reduce overail construction period
DESIGN CONSIDERATIONS AND SPECIFICATION.I* I. Design Loading requirements for Speed Concrete Box
Culverts is in accordance with(a) BS 5400:Part2:1978 modified by (b),(b) Departmental Standard BD 3l/S7-Buried Concrete Box
Type Structure issued by Departmental of tansport(UI() - Highway and Tiaffic,
(c) fKRLIAL (Long Term Axle Load) and SV (SpecialVehicle) requirements.
* II. Reinforced concrete design in accordance withBS 5400:Part 4:1984
* Concrete characteristic strength at 28 days,
fcu:30Mpa to 40Mpa.
* Concrete cover to reinforcement for:-Standard Size Box Culverts : 25mmSuper Size Box Culverts : 30mm
* Soil parameters used in the design :-
Coeffecient of the earth lateral pressure at rest : 0.5bulk density of the soil : I9kN/m'
* Speed Concrete Standard Size Box Culverts (not exceedingI B00mm width and l800mm height) are designed to caterfor backfill superimposed dead load not exceeding 2m depth(inclusive of pavement) plus 45 units of HB vehicle primarylive loads.
* Speed Concrete Standard Size Box Culverts also comply withproof test load of I 12.5 lN over an area of 320mnl x 320mmplaced at any position on the Culvert Lid.
* Testing procedure is in accordance to AS 1597:Part I:1971.
* Speed Concrete Super Size Box Culverts are designed to caterfor backfill superimposed dead load not exceeding 2m depth(inclusive of pavement) plus 45 units of HB vehicle primarylive loads.
* Hydrostatic pressures are eliminated by the provision of50mm diameter weepholes placed along the centreline ofthe invert wall.
* The bacldill material beside the culvert shail be usedgranular tlpe soil for better drainage without incurringany ponding behind the wall.
All dimensions are in militnetres
h A Br 82 D tB IC
2100 12001 5001 8002100
2460246024602460
1 6351 93522352535
1 860216024602760
225225225225
10751 07510751075
180'180
180180
255255255255
2400 12001 500'r800
21002400
27602760276027602760
1 6351 935ZZJJ25352835
1 860216024602760SUOU
225zzJ225225zz5
10751075107510751075
180'180
180180180
255255255255255
2700 1 5001 800210024002700
30603060306030603060
1 93522352535283531 35
2160z40v276030603360
225zzJ225225225
10751075107510751075
180180180
180180
255255255255255
3000 1 500'1800
2100240027003000
336033603360336033603360
1 935zzJc2535283531 353435
21602460276030603360JOOU
225225225zzJ225225
107510751 075107510751075
180180
180180180
180
255
255255255255
3300 '1500
1 8002100240027003000
370037003700370037003700
1 9552255255528553'1553455
218024802780308033803680
225225225225225225
107510751075107510751 075
200200200200200200
255255255255255255
3600 1 8002104240027003000a?nn
3600
4000400040004000400040004000
227525752875317534752774
4075
2500280031 00
3400370040004300
225225225zzJ225225zz3
1075107510751075107510751075
200200200200200200200
275275275275275275275
IT
o LARGE SIZE BOX CULVERT
WITHOUT DRY WEATHER FLOW
LARGE SIZE BOX CULVERT
COMPLETE WITH DRY WEATHER FLOW
It is our policy to continuously review and irnprove products and their design. lnformation in this leaflet is therefore subject to change without notice
SPEED CONCRETE INDUSTRIES SDN BHD Q3252'7-x)
HEAD OFFICE:B-03-29 & B-03-30, Block B, N4ercharrt Square, No. 1, Jalan Tropicana Selatm 1, PJU 3, 47410 Petaling Jaya, Selangor Dml Ehsan, Malaysia
Tel:603-7885 0568 Fax: 603-7885 0186
JOHOROFFICE:No. 28-1, Tkt I, Jalan Pemas 10/7, Bmdr Baru Pemas Jaya, 81750 Mcai, Johor
Tel: 607 -388 797 6 F ax: 607 -388 1967
RASA FACTORY:Lot 4" Jalan PersiaranZurah l, Pusat Perindustrim Zuah,44200 Rasa, Hulu Selangor, Selangor Darul Ehsan
'fel: 603-6057 491 5 I 2898 I 2166 Fax: 603-6057 0552
KUANTANFACTORY:Lot 16. Kaw- Perindustrim Gebeng,26080 Kuantan, Pahang Darul Makmur
Tel: 609-583 4881 / 4858 Fax:609-583 4'732
KLUANGFACTORY:24 km, Jalan Paloh, 86000 Klumg, Johor Darul Takzim
Tel:607-810 6067 Fax: 607-810 6076
Website: www.speedconcrete.com'my
F---L--i
( printed in October 2010. Tcr ailow for prcduct impfovement, information contained in this brochure may change without notice.)
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TYPES AND SIZESI
l. Speed Concrete Brix Cuiverts are available in bothStandard Sizes (for nominal r,vidths between 600mmand l800mm) and Super Sizes (for nominal widthbctrveen 2 l00mm and 3600mm) in lengths of I metre.
2. Speed Cloncrete Box Cr.rlverts are available bothrvith and r.vithout drv rveather f'low (DWF) sections.
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nnrupiincll,ifting holes(u'eepholes) are provided at the box culvertsinvert r,vall and lifting hooks are pror,'ided at both endsof the lid for handling. It is recornntnded that a
spreader beam lo be used when slir-rging the inverts toavoid craclcing at the r,vallbase joint.
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PROFF LOAD TESTING FOR
STANDARD SIZE BOX CULVERT.
-t I l*- cuo
IrtfoiNrrNd I
Speed Concrete Box Culverts are supplied with plainbutt joints. Cement mortar is normally used to fill thegap between box culverts.
I:O
iAYING ISpeed Concrete Box Culverts should be laid on preparedbedding (preferable compacted sand bedding). Hor,r'ever,it is recommend that contractors should refer to DesignEngineer for the necessary bedding and installationproceducer.
1Omm to 20mm to be filled by cement mortar
Lrd
'&J*et
" fA**un#*&,
*J
*g S lnvert dtp
**&
**
a; a
,q-
{t ..
'tt
?ra-
- weephoies
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&
r*
fa
*-t El tr rtc
a. -
*€t-#"%ffi ;::n:;ffffi?ffif;:i ii i!--*pites(optjon)
LAYING OF BOX CULVERTS.
r*q
*,
STACKING ?.
All int,erts shoulcl preferablv to be stacked uniformly on thelevelcd grourrd. Licls should be supported with tirnberbearers at the bottr ends and not at the cenrre.
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IRIM SIRIMMAiAYSIA STANDART)
Design requirements
based on BS 8110.
Fabricated t h rou gh ri gorous
quaLitv manufac t u rin g p roc es s e s
P rog re ss of construction
undeterred with simple
andfast handLing, and
installation process.
Size availability
- Standard Size U-Drains (width 600 - 1800 mm)
- Super Size U-Drains (width 2l0A mm - 3600 mm)
U-Drains are available both with or
without Dry Weather Flow (DWF)
Channels.
Drains having
other loading
conditions or
sizes can be
made available
on special
request.
IIa
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Speed U-Drains are available in both Standard sizes (for widths
between 600mrn and 1800mm) and Super sizes (for widths between
2l00mm and 3600mm).
Speed U-Drains are available both with and without Dry Weather
Flow (DWF) channels.
Easily handlecl and laid, Speed U-Drains allow fbr fast construction
of waterways/open flow channels using high quality factorY cast units t' '
minimum of wet concrete works'
o speed U-Drains are designed to the requirements of BS 8110:1985 with tht'folkiwing
concrete cover to reinforeement:
Standard size U-Drains : 25mm cover
Super size l-r-l)rains : 3Umm cover
o speed u_Drains are made frorn hieh strength concrete $ith a 28 dav characteristic
strength of 30 MPa-40NIPa'
a Speed U-Drains are designecl for the stanclard krad conditions shorvn below:
Fur other loa,ling t'ontlitr' I '
tl-Drain sizes not shorm rr.
table" helr, Please conta' t
a spetial design. 50rnm 'l'-weepholes are Provided f'',
drainage of the retained 'which, lrhen combinetl r, r:
butt jointed units, Preren:
build up of hldrostati'' 1'r'
As such. the design does rr
into consiJeration hr,lru' -
pressu res.
o
Weep holes {or drainage
JOINTINGT
O Speed U-Drains are supplied with plain butt joints
in standard lengths of I metre' Where necessary' cement mortar
is normallv usetl to fill the gap between U-Drain units'
HrNnrrxc Ia The weepholes provided in the U-Drains units double up as
lifting holes for handiing' A spreader beam should be used
when-slinging the units to avoid crack in the legs' (See figure)
./Spreader beam
Lilting cable /
Steel PiPe Ptn -
aFormostinstallationsospeedu-Drainsmaybelaidonsandbedding,Holrever',inba'rcondition, it mav be n.."r.u., to excavate deeper and place a layer of hard tott bsf":
STACKING IO Nl U-Drains should preferablv be stacked uniforrnly on level ground'
LAYING
TTITtIrIrIIIIIr-I
: U . DRAINS ll|lITH DRY l,1lEATHER I|'Ollt/
o
STANDARD U.DRAINS
lr,-D_-_-__-______--r
IH
I
STANDARD U.DRAINSWITH DRY WEATHER FLOW
lt tr-"-r1 F-v- .--
25 x25chamJer
I
TI
I
"5
7 -t-e
f25x25chamfer
I''uII
STANDARD LENGTH : I Meter
NOMINAL SIZE
mmxmm
COMMON DIMENSIO
a ib h Immlmmlmml
NS U-Drain U-Drain with
i iH lHs emm mm 1 (mm) I mm
WF
c(mm)
600 x 225600 x 300600 X 450600 X 600
760760
760760
600600600600
225300450600
8080
8080
305380530680
Jd3
460610760
80808080
300300300300
750 X 300750 X 450750 X 600750 X 750
910910910910
75Q
750750750
300450600750
80808080
380530680830
460610760910
8080
8080
375375375375
900 x 300
900 x 450900 x 600900 x 750900 x 900
060060060060060
900
900900900900
300450600750s00
80808080BO
380530680830980
460
6107609101 060
80
80808080
450450450450450
200 X 300200 X 450200 X 600200 X 750
200 X 900200 x 1050
200 X 1200
360360360360360360360
1 200120012001 200120012001 200
3004506007509001 050'1200
80808080808080
3805306808309801 130
1 280
605755905
1 0551 2051 3551 505
225225225225225225225
075075075075075075075
500 X 600
500 X 750
500 X 900
500 X 1050
500 X 1200500 x 1350500 X 1500
7t0710710714710710710
500
500
500
500
500500500
600
750
900
1 050
1 2001 3501 500
05
05
05
05
050505
705
855
005
155
305455605
930
r 080
| 230
| 380
I 530| 680I 830
225zz3225225225225225
| 075
| 075
| 075
| 075
I 075| 075t 075
1800 X 6001800 x 7501800 x 9001800 X 1050
1800 X 1200
1800 X 13501800 X 1500
1800 x 16501800 X 1800
2010201020102010201 0
20102010201 0
2010
18001 8001 80018001 8001 8001 8001 8001 800
600750s0010501 2001 3501 5001 6501 800
105105
105105
105
105105
105
105
705855
1 0051 155
1 305
1 6051 7551 905
930
1 08012301 3801 5301 6801 8301 98021 30
225225225225225225225225225
1 0751 075
1 0751 0751 0751 0751 0751 0751 075
I
U.DRAIN
& U,DRAINSTIo
NOMINAL SIZE COMMON DIMENSIONS
21 00 12001 500.1800
2100
2460246024602460
1 3801 6801 9802280
1 6051 90522052505
225225zzcz23
10751 07510751 075
180180180180
2400 1 2001 5001 80021002400
2760276027602760ltou
1 38016801 98022842580
1 6051 905220525052805
225225225225225
1 07510751 0751 0751075
180180180180180
2700 1 5001 800210024002700
30603060306030603060
1 6801980228025802880
1 90522052505280531 05
225225225225225
10751075107510751 075
180180180180180
3000 I 15ooi 1800
21 00240027003000
336033603360336033603360
1680198022802580288031 80
1 90522052505280531 053405
225z23zz3225225zzc
10751 075tu/ c10751 0751 075
180180180180180180
3300 1 5001 80021 002400270030003300
4000400040004000400040004000
16801 98022802580288031 803480
1 905220525052805el nq
34053705
225225225zz3225225225
10751075'1075
1 0751 07510751075
180180180180180180180
3600 1 80021 0024002700300033003600
4000400040004000400040004000
2000230026002900320035003800
zzzc25252825312534253/ ZC
4025
225225225225225225225
107510751 0751075'1075
1 0751 075
180180180180180180180
\VIIH DRY \VEATHER FLOh
LABGE SIZE U'DRAINSW TLIOUT DRY WTATHFB trLOW
LAFGE SIZE U.DRAINS
COMPLETE WITH DFY WEATHEF FLO1IJ
-lTrllllililliti45.llll
\,r ll l
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il|tisourpolicytocontinuous|yreviewandimproveproductsandtheirdesign.lnformation in this leaflet is therefore subject to change without notice.
.- D
tL-..1-hWSPEED CONCRETE INDUSTRIES SDN BHD (232s27 x)
HEAD OFFICE:B-03-29 & 8-03-30. Block B, Merchant Square- No. l, Jalan Troprcana Selatan 1, PJU 3,,17,+10 Petaling Jaya. Selangor Darul Ehsan, Malalsia
Tel:603-7885 0568 Fax: 603-7885 0186
JOHOR OFFICE:No. 28- I , Tkt 1, Jalan Pemas 1 0/7, Bandar Baru Pemas Jaya' 81750 Masai' Johor
Tel: 60?-388 1916 Fax:607-388 7967
RASA FACTORY:Lot.r, raran Persiar- r*+:i.J;:_?,J,?TfiiT?l#lTl;i"'.t"nLiiTrTllTor" serangor Darur Ehsan
KUANTAN FACTORY:Lot 16. Kau'. Perindustrian Gebeng, 26080 Kuantan, Pabang Darul Makmur
Tel: 609-583 4881 / 485E Fax: 609-583 4732
KLUANG FACTORY:24 km. Jalan Paloh, 86000 Kluang, Johor Darul Takztm
TeL: 607-8 I 0 6067 Fax: 607-8 I 0 6076
Website: wlnv.speedconcrete'com'm!'
TIilI
( Printecl in June 20 I 0. To allo\\ fbr productimprol cmenl. inforlariirr etrnl:ln.',1 ir lhis brochure may change \\ thout nohce )
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Specified requirements based on the
MS 881:1991 Part I & Part 3
(incl. BS 5911 &AS 1342).
Fabricated through rigorous quality
m anufa c tur in g p ro c es s e s.
Availability offacility for load testing of all
classes of concrete pipes.
Size availability: - From DN 300 to DN 1800
Concrete pipes produced areof the following clas s es :
Land Drainage Unit
- standard reinforced
(equivalent to class S
ofAS 1342 - 1973)
Sewerage Units
* Class L
- extra strength reidorced
* Class M
- special strength reinforced
* Class H
- special strength reinforced
(equivalent to Class X, Y & Z
ofAS I3a2)
IT
O Types ofjoints:
Various types ofjoints are available in connecting
concrete pipes. Speed Pipes are connected using
three different types ofjoints as follows:
sprcor AND SOCKET JOINT IThis joint is also commonly called the Rubber Ring Joint (RRJ)'
RRJ provides maximum water tightness and flexibility in
concrete pipelines. A cerlain degree oflinear deflection is
allowed in this tYPe of joint.
REBATED JOINT T
(NOTE: Bfit Joint maY alsobe used without collar)
This joint is also known as the Ogee Joint or Flush Joint'
This is a rigid joint and deflection or settlement occuring after
installation may cause cracks, permitting leakage'
This joint is not recommended where water tightness is critical.
BUTT JOINT WITH COLLAR IThis joint uses a precast concrete collar to connect the pipes'
This is a rigid joint and no flexibility i.s provided' This joint is
not recommended for soft foundations where settlement can
occur.
DESIGN & SPECIFICATIONS ISpeed Pipes are designed to Maiaysian Standard MS 881 : 1991 'AS 4058:1992. For convenience, the following table from MS
881:Part 1:1991 is reproduced at back page'
IIn
I[,
I
I
NOMIN
LENG'
{mrr
152015201 520
1520152015201520152015201520I CZU
1520
lnternal Rebated Joint
Cement Mortar
Enernal Rebated Joinl
Collar
Iu-
- oo d
Mortar
!'o' ""
,' , -oI^' - o-o
o I . oloO
o ,o 'o a ,l
305380460610/bu920
1 07012201 3801 5301 6801 830
?n5
380
460610/ou01n
'1060
12101 370
15201 6701 820
370
450590
740890
1 0501200{ 2(n'1500
1 650
1 800
305370
440590730
BBO
'1030
'1180
1 330I 4801 630'1780
INTERNAL DIAMETER {mm)
L/DRAINAGEI CmSSL I CLASSM I CLASSH
EXTERNAL
DIAMETER
{mm}
365440540700860
1 03012101 3601 530
NOMINAL
DIAMETER
(mm)
300
450600750
9001 0501 2001 3501 500'1650
T
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T
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O Speed sewerage pipes are manufactured toprovide a corrosion barrier to withstandcorrosive attack while maintaining flexibilityto withstand decades of severe selices
ADVANTAGES I* Resists hydrogen suiphide and other sewer gases, acids, alkalis
and salts.* The interior iining prevents the disintegration olthe concrete.* Resistant to wide variety of chemicals.* Unaffected by fungus or bacterial action.* Unaffected by continuos exposure to high humidity or water.
DESIGN AND SPECIFICATIONS I* Speed sewerage pipes are available in sizes and classes simiiar
to those ofculvert and drainage pipes.* Speed sewerage pipes come in three different categories of
protection lining:i) Using a l2mm (1/2") thick layer of HighAlumina Cement
(or Cement Fondu) which conforms to the Indah WaterKonsortium requirements for sewerage pipes.
ii) Using Sulphate Resisting Cement to British SpecificationBS 4027-1966.
iii) For aggressive corrosive conditions, the pipes can be linedinternally with a blanket of PVC sheet.
* Speed sewerage pipes utilize the Rubber Ring Joint forcomplete water tightness and protection from the
surrounding environment. Other types ofjoints are notrecommended.
* Speed sewerage pipes are also available as jacking pipes forinstallation of sewer lines without ooen excavation.
NOMINAL
DIAMETER
{mm}
300
375
450
600
750
900
1 050
1 200
1 350
1 500
SOCKET i BARREL
EXTERNAL I EXTERNAL
DIAMETER I DIAMETER
(mm) | (mm)
441 I 375
559 | 479I FF^ocu I ccu
830 | 700
1100 | 860
1195 | 1030
1390 | 1214
1525 I 1360
1719 | 1535
1908 I 1700
OVERALL
LENGTH
{mm}
'1600
't604
3158
31 68
31 68
3172
31 92
3192
?1 0A
3200
EFFECTIVE
LENGTH
{mm}
1524
1524
3048
3048
3048
3048
3048
3048
3048
3048
CLASS H
(mm)
300
375
440
60n
730
890
1 030
1190
1 330
'1480
CLASS L
(mm)
300
176
450
600
750
920
1 050
fil}1 350
1 500
CLASS M
(mm)
300
44A
590
730
890
1 030
1190
1 330
1 480
STD.
(mm)
300
375
450
600
750
920
1 050
1220
'1350
1 500
IIIrIilifrT
Ir
frIt is our policy to continuously review and improve products and their design'
Information in this leaflet is therefore subject to change without notice'
SPEED CONCRETE INDUSTRIES SDN BHD Q32s2'/-x)
HEAD OFFICE:B-03-2g & B-03-30, Block B, Merchant Square, No. 1, Jalan Tropicana selatm 1, Pru 3,47410 Petaling Jaya, Selmgor Darul Ehsan' Malaysia
Tel: 603-7885 0568 Fax: 603-7885 0186
JOHOR OFFICE:No. 28-1. Tkt 1. Jalm Pemas 10/7, Bandar Bm Pemas Jaya, 81750 Masai, Johor
Tel: 607-388 7976 Fax:607-3887967RASA FACTORY:
Lot 4, Jalm PersiaranZvah 1, Pusat Perindustrim Zurah, 44200 Rasa, Hulu Selangor, Selangor Darul Ehsan
Tel: 603-6057 4915 I 2898 I 2166 Fax: 603-6057 0552
KUANTAN FACTORY:Lot 16, Kaw Perindustrim Gebeng, 26080 Kumtan, Pahang Dml Makmur
Tel: 609-583 4881 / 4858 Fu:609-583 4732
KLUANGFACTORY:24 km, Jalan Paloh, 86000 Kluang, Johor Darul Takzim
Tel: 607-810 6067 Fax: 607-810 6076
tII]l
Ir
n
(printed in June 2009. To allow for product improvement, infomation contained in this brochure may chmge without nofice)
3ll El ll il ll F(0 3{c) E D
PILES
TI
TIIIIIrIIIIIIIIIIIII
%.
SPEED CO\CRITE INDUSTRIES SDN BHD (232s37-x)
SPEED Rcinlbrced Concrete Piles ale clesigned incompliancc w,ith 8S800:l : 1986 ancl BS8l10 : l9E5 andJKR 20709-0182-9I and JKR 20709-0359-95 *,ith theapproval fi'onr Institut Latihan dan Penyelidikarr JabatanKerla Raya Malaysia (IKI{AM).
Materials CementAggregateIIigh Tcnsilc Stecl( olcl Drau"n WircMild Stecl PlatcAduri.rturc
The cletail design r', ith high strength concrete pr le s ..
rranufacturecl uncler stringent controlled conclitions. \'pror"ic'le a tirll range o1'pile sizes ranging fionr l5Onrnr;l00nrnr of square pilc u,ith various working loacl caplelbr dillbrent types o1'soil conditions and denrand.dillerent project naturc.
IItttttttIIttI,l
Ir
B
il
Safe Working Loacl of SPEED pilc is calculated inaccordancc with tsS 800.1 : 1986.
Safe Working Load : fcu/3.65*Ac * fsc* Asc
Note: These working loads are only the structural capacities of pile:other considerations but shall not exceed the matintum :tmciural
MS522 Ordinary Portland ('ement.
BS 882 Wash Mining Szrnd ancl 20mm AggregateMSl,16 LongitudinalReinfbrcerrentBarBS 446 I Latcral Reinlbrcement StrirrupBS 4360 Encl Plate (Grade ,1lA)BS 5075 Superplasticizer
Where fcu
Acf.sc
Asc
- Characteristic Cube Strcngth of('on.at 2lJ davs
= Arca of Concrete (mmr)- l7-5 N,.mmr lbr Hrgh Yicld Re inlbrce r
- Arca of Stccl (nrmt)
Note:fsc perrttis:ible cornpre:sir c :tre\s for lortgrttr
reinfbrcement. i.e. 0.55f.v (fy : ,160 N,lmnrr )
ll
. The actual working capacities depend on the soil conditionsn'orking load.
t
,l
The safe loads are as tabulated:
ConcreteStrength
(N/mm2)
MainReinforcement
(mm')
MaximumStructuralWorking
Load
(Ton)
RecommendedAxial Working
Load
(Ton)
RecommendedBendingMoment
(kNm)
Nominal
Size
(mmt)
Max.Length
(m)
"150 x 150
175 x 175
200 x 200
25O x250300 x 300
350 x 350
400 x 400
4.5
4.5
12
lz
12
12
12
45
45
40
40
40
40
40
255
315
452
804
1257
1257
1 964
32
43
57
90
125
t/J
224
25
35
75
110
145
195
3-25
5-70
5.88
t+.ta
27.05
34.12
61 .76
II
IIT
T
T
IIT
T
I
Pilcs shall be erenly strckcd on tit.nbcr bcarcrs placed at 0.2L lionr both cnds o1'the piles r.r,ith the bottont laver q'ell above the grouncl
For unloading ' transftrrius o1'piles within thc constructron site. use the 2 lifting hooks provided (2 points pick up). Whcn pirching apile. pleasc usc a wire rope to go round the ptle at 0.3L fiom the upper encl.
The qualitl' of proclucts is achievccl by carr_ving oLttschedule testing in accordance rvith thc spccificatit,n..This is to ensure tliat thc products are of high qualrtrstandard and in conrpliance n'ith thc (locle of Pracrrccfor saf-et1, ttsa-uc in thc construction u'ork.
t-lDpe e o \-rOruCnrre llrousrRtEs sDN BHD(CoMPANY No.232537-x)
\nr.ns thc tcst to be carriecl out frorr time torirle arc.-
(irading test and relcvant test lbr asgregatclSlump test on fresh concreteiCompressive strength tcst for concrete cube;Stringent inspection on reinforcement cage to ensurestrrct compliance to the drarving;Post-casting checks on finrshed piles for straightness.cross-section. alignn-reni ofjoints and fittings.
PILE DETAILS
100mm
F_I
II|:{I
L30mm d ms tlbe
iclosed end)
tIII
IttT
I
STARTER UNIT. ELEVATION 30mm lconcrerea [
-,
covef
W
|
-.. lTnlmatn 0ar5 ]ms sltrup l
SECT]ON 1.1
50mm 80mn
Ir"-r l '45'
t
-20mm o msbar
EXTENSION UNIT - ELEVATION
T
T
CONCRETE COMPBESSVE SIq:Ii:T- .:,vAt\ FFtNtoF.f\,t\- -. . .- : .
LiNK FEINFORCEIIIENT T:".: _: : ':',.-_
COI"IPL ANCE TO STANDARDS::'-.lu'a Design BS81T0:1985. BSB004 r 1986:r' :edDeformedBar L4S146:1988,854449r1988'.' : Siee Found Bar l\,15146:1988.854449:1988
lr,4r o Sleel P ale 854360Cement BS12 or MS 522Aggregate [/S 29 BS 882Admrxture [/S 922. 8S 5075
PILE
REF.
PItE NOlr,llNAl
TENGTH
MAINS]EELAREA
ST]RRUPS PLATE THICKNESSANCHORAGE
BARS
MAX]MUil4
STBUCTUFAL
CAPACITY
RECOIi/MENDED
WOBKS
CAPACITYWIBI SIZE 00 O BODY mm mm
{mmJ (m) (nos) (srze) (As mm') {Ac mm') (mm) (nos) (c.c mm) (nos) (c.c mm) loint sn0e ms da I lenglh P Lons IONS
A 400 400 x 400 2,9,6.3 8T16 1608 158479 5.5 35 40 110 12 4 4 25 600 224 i95
A 350 350 X 350 2,9,6,3 412A 1257 121243 5.5 28 4A 120 12 4 4 2A 600 145
300 300 x 300 12,9,6,3 4 T 16 804 89196 5.5 20 135 I 4 520 125 110
A 250 250 X 250 12,9,6,3 I T 10 628 61872 5.5 16 50 X 125 8 3 500 88 75
A 200 200 x 200 6,3 41 12 452 39548 10 60 100 6 3 4 12 380 57
A 175 175 X 175 6,3 4 T 10 3031 1 I 60 85 6 3 10 330 43 35
A 150 150X150 6,3 4T10314 22186 7 60 X 75 3 4 10 330 32 25
NON STANDABD PILE
A 200 m0X20063410f'MX-00 og1-z$053 40
A 175 175X 175 6,3 4Tg 255 30371 8 60 85 6 3 4 10 330 30
A 150 150 x 150 6,3 4 T 9 255 22216 d5 7 60 75 3 4 10 330 32 25
We also manufacture JKR piles with full compliance with JKR's specification and have been certified by IKRAM(Institut Latihan dan Penyelidikan Jabatan Kerja Raya)
Srr-o Co*""=r. lror.-*'r. sDN BHD(Coueeruv ru0. zozssz-x1
JKR PILE DETAILS
STARIER UNIT . ELEVATION
I mS Plale snoe
IIfttfIfIffIfItIttttil
30mm Iconcrete;T t,-f" -lc.veT I L l
W
l""lL F-!
m maln oals
-mssliiup
sEcTloN 1-1
215mm 100mm l20mm
(160mm) l80nim) (l00mml
NOTE
( ) lor pie 150&175
_ l,rr a--
Y"Y
--
r=lr -i1t
-t-L-:aa) ljmm \::Ejr-1o -soa. rri ' 3era. ^:rLoe.^.""..dll6-mo m.odr ' 2m-, -<l be "----- -
EXTENSION UNIT - ELEVATION WELDING JOINT
NOTE i CONCRETECOMPRESSIVESTRENGTH,fcu=40N/mm'z(for200-400),45N/mm'(150&175)MAIN REINFORCEI\4ENTTENSILE STRENGTH fv - a60 N mrLINK REINFOHCEMENT-ENSILE STRENGTH iy = 250 N mm'7
It is our policy to continuously review and improve products and their design'
lnformation in this leaflet is therefore subject to change without notice.
SPEED CONCRETE INDUSTRTES SDN BHD (232s3',7-x)
HEAD OFFICE:
B-03-29 & B-03-30, Block B, Merchant Square, No.1, Jalan Tropicana Selatan 1, PJU 3, 47410 Petaling Jaya, Selangor Darul Ehsan, Malaysia
Te1: 603-7885 0568 Fax: 603-7885 0186
JOHOR OFFICE:No. 28-1, Tkt 1, Jalan Permas 10/7, Bandar Baru Petmas Jaya, 81750 Masai, Johor'
Te1: 607-388 7976 I 016-331 8475 Fax: 607'388 7967
FACTORIES RASA:
Lot 4, Jalan Persiaran Zurah 1, Pusat Perindustrian Zurah. 44200 Rasa, Hulu Selangor, Selangor Darul Ehsan.
Tel:603-6057 4915 I 2898 2166 016-331 8476 Fax: 603-6057 0552
KUA\T.{.\ F.{CTORY:
Lot 16. Kaw. Perindustdan Gebene. 160E0 Kuantan. Pahang Darul Makmur'
Tel:609-583 1881 -+t5S 016-311 Sl-l Fax:609-583 4732
KIL.\\G F.{CTOR\-:24 km. Jalan Paloh. !6rlll Ki:-ra:lg. iohor Darul Takzim.
Tel:607-:81 6tt6- ,rl-:---! :l:-1 Far: 601-181 6076
PILE
REF
PILE
\IOIVINAL SIZE
NOMINAL
LENGTH
MAIN
FE]NFOHCETFNISTEETAREA
STIRRUPS (one side) IN CKNESS ANCHORAGE
BABS
MMIMUiI IECO|',4MENOET RECoMMENDEo]
BENDTNG I
MOMENT JCAPACITY9ZE 0o- ooe og0D, Joml
CAPACITY
{mm') (m) (nos) (size) (As mm') (Ac mm') (mm) tnosl (c.c mm) (n0s) c n0s dra lenlin P tons P lons kNm
A 400 400 x 400 12,9,6, 3 4125 1964 158036 8 75 16 75X 100 4 25 600 224 195 61.76
350 350 x 350 r2,9 6 3 41 2A 1257 121243 8 80 80x 110 4 20 600 173 34.12
A 300 300 x 300 12, 9, 6, 3 41 20 1257 88743 6 l6 55 l6 55X 70 J 20 800 125 110 27.05
A 250 250 x 250 12,9 6 3 4T16 804 61696 6 13 60 t3 60x 75 I5 16 640 90 75
A 200 200 x 200 6,3 4T12 452 39548 6 I 65 I 65X 85 15 12 480 5.88
A 175 175 6.3 4T10 314 30311 6 12 401045x 75 10 4 10 330 5.70
A 150 6,3 4T10 255 22245 6 13 40 12 45 LX 75 10 4 10 400 32 25 3.25
Printed in November 2008. To allou lbr prerd:;: :::: : .::: ::; r: ihis brochure may change without notice
IItIIIIrIIIIrIIrrIIII
PRE@ASTC@N@RETEMANH@LES
SIRIM'" -;, '- .
SIRIMIVALAYSIA STANDARD
Strong Precasl Manhole conform to
MS 88 I :Part l:1991 and BS 59I L Part L I 9,9 l
Strong c:an also produce manhole to
tttll ulh?1 rpe, i/irrtti,'ns ns y1q11i14p1gt1r.,.
slr€#
@
I
I
II
oStrongManholesystemisthemostversatilesystemwheretheusercan
choose the various components to form a manhole of his requirement'
StrongPrecastmanholecanbeasshallowas0.6mandasdeepas12metres.
JOINTS
A11 the manhoie components below the flat top are precasted with ogee joints'
Thisgivesversatilitytothesystem.TheChamberringsandtheshaftringscanbe easilY added on or taken off'
At the joint, cement mortar or other flexible mastic jointing compound may be
used, all depending on the degree of water tightness required'
ADVANTAGES
The advantages of using the Strong precast manhole are:-
* Flexibility - The user can choose to arrange the manhole components to suit
* Versatilrty
* Cleanliness
* QualitY* Speed
* Econor.ny
his requirement.
- The height of the manhole can be increased or reduced by adding
or taking away the revelant components'
- Since the components are made in factories' the worksite will
be cleaner.
- Quality assured through factory controlled conditions'
-Component.*""u,y.ohandleandinstallthusensuringspeedjnconstructiotl
No formwork or reinforcement work are required'
- Cost saving through speed, labour and better control over
material usage.
Deep Manhole Make-Up Piece
Shaft Cover Slab
Shaft Ring
-------------J
-'
-);;--fl -T,oo
l,l | | l22s| _L____________t | __11s0
Make-up Piece]
, 600
I Taper I
r"y, ,'rl u'
Eccentric Rest Platform
t
Chamber Ring
Taper Top
-)
Eccentric Rest Platform
-__-,
Chamber Ring
Typical Deep Sewer Manhole
l9'. I f Y , V
Base 5lab
-T-INI^
D
Shallow Manhole
Typical Shallow Manhole
Make-up Piece
Flat Top Type CR
Chamber Ring
Base Slab
,
Flat Top Type CR
FltDll-l
Chamber Ring
, 845
l--i-=t--'lI T------------l I
t-,T-f,l IL-l-------u lMake-up Piece
E
t2t. r I Y t I
Base Slab
ITtIIIIIIIItIIIIIIIII
-InIN
__l ^
300225
150
1 500
900
600
It is our policy to continuously review and improve products and their designInformation in this leaflet is therefore subject to change without notice.
SPEED CONCRETE INDUSTRIES SDN BHD e32527-x)
IIEAD OFFICE:p-03-29 & B-03-30, Block B, Merchant Square, No. 1, Jalan Tropicana Selatan 1, PJU 3,47410 Petaling Jaya, Selangor Dml Ehsan, Malaysia
Tel:603-78850568 Fax:603-78850186JOHOR OFFICE:
No. 28-1, Tkt 1, Jalm Pemas l0/7, Bandar Baru Pemas Jaya, 81750 Masai. JohorTel: 607-388 '79'76 Fax: 607-388 796'7
RASA FACTORY:Lot 4, Jalan PersiaranZtrah 7, Pusat Perindustrian Zvah,44200 Rasa, Hulu Selangor, Selangor Darul Ehsan
Tel: 603-6057 491 5 | 2898 I 2166 Fax: 603-6057 0552
KUANTAN FACTORY:Lot I 6, Kaw. Perindustrian Gebeng. 26080 Kuantan, Pahang Darul Makmur
Tel: 609-583 4881 / 4858 Fax: 609-583 4732
KLUANG FACTORY:24 km. Jalan Paloh. 86000 Kluang, Johor Darul Takzim
Tel: 607-810 6067 Fax: 607-8i0 6076
Website: nlrv,speedconcrete,com,my
A B C D
MANHOLE FLATTOP CHAMBERDIAMETER TYPE CR RING
1200 1500 125 1370 1220
1 500 1 8s0 1 50 1710 1 530
1800 2200 150 2050 1830
(Printed in June 20l 0. To allL.\\ i(,r pra,dua: :ia:r'. .::::i. :rin atr r.r clrntain.d in lh is brochure may change u,ithout notice)
SIRIMMA|.AYSIA STANDAFI)
Design requirements based on BS 81 l0
Fabricated through
rigorous quality
manufacturing
processes.
Progress of
construction
undeterred
with simple
and fast
handling,
and
installation
process.
Dual purpose usage
- Retaining Walls
- Open Drains
Dry Weather
Flow (DWF) Units are
Advantages
- Minimal site supervision
- Porteble
- Keaucea overalt constructnn cost
- Reduced constuction time
available for the construcrion oi open drains
IIO vLRSATTLI'rY
'I'he usefulness of the Speed L-strape Units is e'hanced bv its versati-lity.
Thev mav be used as:
* Retainiag Whlls
* Temporarv or Permanent Storage Walls* Open fJrains
ADVANTAGES
Precast l-Shape llnits hale the following advantages over cast irr-situ struetures:* Iiasily assembled or dismantled for service eisewhere* Reliable factorv {-rast concrete* Temporarv storage where permanent storage not required or impractical* Increase storage capacitv* Nlaintenanee elirninated* Can be off loadecl from transport and erected in one operation* Assemblv or dismantlil6l can be attended to by unskilled labour
dffi*fl#e1a
tIIII
IIIIIII
DESIGN CRITERIA* I)recast design is in act'ordance with BS Bll0 based on the following tvpes of loadine
Typ" IMOT FtA loading at 1..22 m behind the wall (open drain)
\p"2Surcharge of 610mm maximum with 30" slope, behincl and above the wall (Open drain.l
Typ" 3
* Surcharge of 610nrrn maximunr rvith 30. slope {retaining wall)
* Concrete grade shall be 30-,tr0 MPa.
* Bulk density of soil backfill to be lgkN/m3* Algle of internal friction of soil backfill to be 30'
'10kNlrn
* v vt *ET- TTN-"rIM
I,lIItT
I
tT
T
IIT
T
T
tIT
ffi
";l- * ..y!*ffi
i,
.'::i ts Wp ffi
-*t **.. a4''+
::CAST RC 'L' SHAPE DRAIN UNITS-+
50 mm O holes typical
SPEED PRECASTDRY-WEATHER FLOW
Notes:
* Standard length of L-Shape Unit is l000mm.* Non-standard sizes with different loading conditions can be specially designed.
* Speed Concrete reserves the right to change specifications without notice.
VABIES
\- lnsillr fQ
gTYPE 3
LOADING
RETAINING WALL
NOMINAL SIZE
bxh
mmxmm
LENGTH
mm
R
mm
H
mm
t
mm
d
mm
450 x 900
750 x 1200
1050 x 1500
1350 x 1800
1650 x 2100
1950 x 2400
2100 x 2700
2400 x 3000
2550 x 3300
2700 x 3600
3000 x 3900
3300 x 4200
1 000
1 000
1 000
1 000
1 000
1 000
1 000
1 000
1 000
1 000
1 000
1 000
900
1200
1 500
1 800
2100
2400
2700
3050
3350
3500
3800
4'100
1 050
1 350
'1650
1 950
2250
2550
2850
3200
3500
3800
41 00
4400
150
lEn
150
150
150
150
150
200
200
200
200
200
300
300
300
300
300
300
450
450
600
600
600
600
MAIN DRAIN
tIt
It is our policy to continuously review and improve products and their design,Information in this leaflet is therefore subiect to chanqe without notice.
SPEED CONCRETE INDUSTRIES SDN BHD O3252l-X\
HEAD OFFICE:8-03-29 & 8-03-30, Block B, Merchant Square, No. 1, Jalan Tropicma Selatan l, Pru 3,47410 Petaling Jaya, Selangor DaruJ
Tel: 603-7885 0568 Fax: 603-7885 0186
JOHOR OFFICE:No. 28-1, Tkt 1, Jalan Pemas 10/7, Banda Bm Pemas Jaya, 81750 Masai, Johor
Tel: 607-388 7976 Fax: 607 -388 7967
RASA FACTORY:Lot 4, Jalan Persiaran Zurah l, Pusat Perindustrian Zuah, 44200 Rasa, Hulu Selangor, Selmgor Darul Ehsan
Tel: 603-6057 491 5 | 2898 / 2166 Fax: 603-6057 0552KUANTAN FACTORY:
Lot 16, Kaw. Perindustrian Gebeng. 26080 Kuantan. Pahang Darul MakmurTel: 609-583 4881 ,1858 Fax: 609-583 4732
KLU,4,\G F.{CTORY:24 km, Jalan Paloh. 86000 Klune. Johor Darul Takzim
Tel: 60?-810 606- Far: 601-810 6016Website: tr*,sDeedconcrete.com.mv
(Printed in June 201 0. To allow for produci in::ir ::..:r:. :r:: -::::: :::::::: :: ::: ::i^-hure mal change without notice)
Ehsan, Malaysia
ITTITT:
ItIIIIIIIItttI
IKR{M Q\ CERTIFICATIONCertifcation S.vstem: S),stem 5 Product Certif.cation Mark
PRODUCT CERTIFICATE OF CONF'O RMITYT]:]ffi=* lts b-een approvedand-issued in complimce with the Guidelines On Product Ce rtification, IKRAM etGUIDE 1( Prodqct Manufactured in tr'Idaysia) andlKRAM Q\ GLTDE 2 (product Manufactured outside Malavsia)
Name And Address Of Certificate Holder
SPEED CONCRETE INDUSIR'ES SDru. BHD.,Lot 16, Kawasan Perindustrian Gebeng,
26480 Kuantan, Pahang Darul Makmur, Malaysia.Status Of Certificate Holder : Nlanufacturer
lt is herebr certified thae the produa u detailed in this cenificate has satisfactorily complied xith the requiremcnts ofthe appropriate product Stmdud( s).
Certiicate issued bv
Certiicate number:
I KR A M -C007 -C0 1 0 2- N 22 o s
IKRAM a3{ SERYICES SDI,{ BI{D
ENGR. II{JI }XHyA B IN ILUr -{RIFFTNDirector Certification
Date of original issue :
27.08.2003
DATO IR ILUI NIOHD FL{ruS BINABASCha-irman
Date of renex'al:
14.08.2010
Expirl'date:
31 .08.201 1
K-MARK
Particulars ofproduct
Froduit Nme Product Standard(s)
Precast Reinforced Concrete Piles (Small Size) Spesifikasi JKR N o. 5-95(G)
Product Descriptions
Srze :150mmxt50mmx3m150mmxf50mmx4.5m175mmxt75mmx3m
& 175mm x 175mm x 4.5m
Brmd Nme I Status of product & Comtry of Origir
SPEED Local Product - MALAYSIA
Nme and Address ofManufrcrurer
SPEED COAICRETE INDUSIR'ES SDAI, BHD.,Lot 16, Kawasan Perindustrian Gebeng,
26480 Kuantan, Pahang Darul Makmur, Malaysia.The use of this ceni.fiute is subjected to ehe tems md conditions of adfetion.This ceniicate mains the prcpem.oflR${ Q\ SER\{CES SDN BHD md rt"l U.*U#i#d
IKMM QA Senbes Sdn Bhd rzs:e:-tiI , Tunan Ilmu IKRAM (IKRA'\4 Park) , Jalan Serdang - Kajang, 43000 Kajang, Selangor Darul Ehsan, Malcysia
Tel: 03 - 8738 3320 Fax: 03 - 8736 7254 Ematl: [email protected] 20A9: IKRAM OA SERVICES SD^t BHD
Ad.dless: Block 5. Level
IKR{}/I qI CERTIFICATIONCertifcation System: System 5 Pro duct C ertification Mark
PRODUCT CERTIF'ICATE OF CONFORMITYThis certificate has been approved and issued in compliance with the Guidelines On Product Certi-fication, IKRAM Q!GUIDE 1( Product Manufacrured in Malaysia) and IKRAM Q\ GIIIDE 2 (Product Manufactured Outside Malal'sia)
Name And Address Of Certifi cate Holder
SPEED COIVCRETE INDUSIR/ES SDN. BHD.,Lot 16, Kawasan Perindustrian Gebeng,
26080 Kuantan, Pahang Darul Makmur, Malaysia.
Status Of Certificate Holder : Manufacturer
It is herebv ceniied that the product as detailed in this cenificate hr satisfactorilv cornplied with the nquirements ofthe appropriate Produa Standud(s).
Cenificate issued bv
Certficate number:
I KRAM -C007 -C01 01' N 21 0 3
ENGR. FLUIYAHYA BiN FLA.JI ARIFFINDirector Certification
Date of original issue :
27.08.2403
DATO IR }LA.JIII4'U'dFL{RIS BIN ABAS
Chairman
Date of renewal:
10.08.2010
Expir date :
31 .08.2011
K.MARK
Particulars ofproduct
Product Name Product Standud(s)
Precast Reinfarced Concrete Piles Spesifikasi tLP-1-g1
Product Descriptions
C/ass .' C/ass /Size : 200mmx200mm
250mm x 250mm3OAmm x 300mm350mm x 350mm
& 400mm x 400mm
BrodNme Starus of Product & Counw of Origin
SPEED Local Product - MALAYSIA
Nme and Ad&ess of Manufacturer ,/f,-:lt\SPEED CONCRETE INDUSIRTES SDN. BHD.,
Lot 16, Kawasan Perindustrian Gebeng,26080 Kuantan, Pahang Darul Makmur, Malaysia. w.#
The use of this ceni-fiete is subjeaed to the tems and conditions of cenification. This cenificate rmahs the propero of iKRAll Q\ SER\{CES SDN BHD a,rd shall be rrmed on nquest,
IKLAM QA Services Sdn Bhd 1sesos.t,
Address: Block 5, Level I, Taman Ilmu IKP..{\4 (IK?- lvl Park), Jalan Serdang - Kajang,80A0 Kajang, Selangor Darul Ehsan, Mala.tsiaTel: 03 - 8738 3320 Far 03 - 8736 7254 Email: [email protected],-
Cop;"right 2009: IKR4M QA SER't'ICES SD^' BHD
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No. Lesen :
Licence No.: PS006201
PCS/FOFI/o8 - 4.1 (S)
lssue:5Rev.:1
P ro duct Certifica?ion Licence
SIRIM QAS International Sdn. Bhd. dengan ini menganugerahkan kepadaSIRIM QAS lnternational fun. Bhd. hereby grants to
SPEED CONCRETE INDUSTRIES SDN. BHD.1408, LOT 1235, MUKIM NYIORJALAN PALOH86000 KLUANGJOHOR DARUL TAKZIM
Lesen untuk menggunalon Tanda Pensijilan di atas barangana lfcence to use the Certifieation Mark on
PRECAST REINFORCED CONCRETE SMALL BOX CULVERTS
Please refer to detail in the SCHEDULE
.l
sebagai mematuhi keperlfu anas complying with
MS 1293:PT.1 : 1992
W*
LESEN PENSIIILAN BARANGAN
Dato'Mariani MohammadPenEarah UrusanManaging DirectorSIR!M QAS lnternational Sdn. Bhd
OAS Intmational Sdn. Bhd.(No. Syadkat 41 0334-X)
l, Pe6iars Dato' MenteriSeksyen 2, Peti Surat 7035
4091 1 Shah AtamSelangor Onl Ehsil
MALAYSIA.
Tel : 60-3-594 6400Faks: 6G3-5510 9a39
hnp//M. sirim-qas.com.my/ flw.malaysiancertified.com.my
Tarikh Mula Pensijilan :
Certified Since :
Sah Sehingga :
Valid Until :
08 Decenrber 1933
07 December 2010 No. siri , S. 1- 4 0 9' Sedal No.:
lr. Hj. Yahaya bin AhmadPengerusiChairmanSIRIM QAS lnternational Sdn. Bhd.
,1 2, l.nrranr ?OlOTarikh Dikeluarkan :
lssue Date:
Le*n ini d.an!gerahke tedakluk kepada syara.s.syeat Perjanjian Pensijilan Barangan SIRIM OAS Inlernational Sdn. Bhd.n.s :J:e-:€ js EGnled subjec! to lhe provisians of the PrcCuct Cedificalon Agrcement of SlnlM QAS lntemational Sdn.ghd.
SIRIMQAS
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RATING
RATING
R,ATING
RATING
RATING
RATING
Sah SehinggaValid Until :
SIRIM
SCHEDULE
SPEED CONCRETE INDUSTRIES SDN. BHD.
SPEED.U' SHAPE WITH AND WITHOUT DRY WEATHER
FLOW600 x 300, 600 x 450, 600 x 600 MM
750 X 300, 750 X 450, 750 X 600, 750 x 750 MM
900 x 300, 900 x 450, 900 x 600, 900 x 750,900 x 900 MM
12A0 X 300, 1200 X 450, 1200 X 600, 1200 X 750,12oO X 900,1200 X 1050,1200 X 1200 MM
1500 x 600, 1500 x 750,1500 x 900, 1500 x 1050,1500 x1200,1500 x 1350, 1500 x 1500 MM
1800 x 600, 1800 x 750,1800 x 900, 1800 x 1050,1800 x1200,1800 x 1350, 1800 x 1500,1800 x 1650,1800 x 1800 MM
No. Lesen :
Licence No.:
Tarikh Dikeluarkan :
lssue Date :
PS006201
13 January 2010
PCS/FOR/o8 - 4.1 (S l
lssue:5Rev.:1
07 December 2010
SIRI]t,|QAS
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No. Lesen :
Licence No.:
LESEN PENSIIILAN BARANGANIP ro duct Cer tification Licence
slRlM QAS International Sdn. Bhd. dengan ini menganugerahkan kepadaSIRIM QAS lnternationat Sdn. Bhd. hereby grants to
SPEED CONCRETE INDUSTRIES SDN. BHD.LOT 16, KAWASAN PERINDUSTRIAN GEBENG26080 KUANTANPAHANG DARUL MAKMUR
Lesen untuk menggunakan Tanda pensijilan di atas barangana licence to use the Certification Mark on
PRECAST REINFORCED CONCRETE SMALL BOX CULVERTS
Please refer to detail in the SCHEDULE
sebhEai mematuhi keperluan :
as complying with
MS 1293:PT.1 : 1992
PS006203
T
tIIItIIt
Dato'Mariani MohammadPengarah UrusanManaging DirectorSIRIM QAS Internationar Sdn Bhd
Sah Sehingga :
Valid Until :
lr. Hj. Yahaya bin AhmadPengerusiChairmanSIRIM QAS International Sdn. Bhd.
Tirikh Muta pensijiran : 30 August 1999 Tarikh Diketuarkan : 13 January 2010
Certified Since : lssue Date : ,
31 December2010 ruo.Siri, S 1408Serial No.:
Lesen ini dianugerahkai teriakluk kepada syarat-syilat Perjanjian Pensiilan Barangan SIRIM OAS lntemationat Sdo. Bhd.This Licence is grcnted subj*: lo IiE ptovbions af the Prcduct Ceftiticatlon Aoreement of SIBtM eAS tntemationat sdo. Bhd.
SIRIM
I TIrV !
ISIRIM OAS International Sdn. Bhd.
L 1, Pe6iaran Dato, MenteriI I, He6raran Dato Menlerit - Seksyen 2, peti Surat 7O3S
I 40911 ShahAtamI Setangor oarul Ehsanr. MALAYSIA
Tet : 60-3-5W1 64CO
ll Faks: 60.3-5510 9a39
I hto jMw sirim-qas.cor.rv_Tnplew.nataysiancenif iec.rcm. -7 PCS/FOtuo8 .4.1 (S)
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SCHHPULH
SPEED CONCRETE INDUSTRIES SDN. BHD.
SPEED-U'
SI.IAPE WITHOUT DRY WEATHER FLOW600x300, 600x450, 600x600 MM
750X300, 750x450, 750X600, 750X750 MM
900x300, 900x450, 900x600, 900x750, g00x900 MM
1200x300, 1200x450, 1200x600, 1200x750, 1200x900.1200x1050, 1200x1200 MM
1500x600, 1500x750, 1500x900, 1500x1050,1 500x1 200,.1500x1350, 1500x1500 MM
1800x600, 1800x750, 1800x900, 1800x1050,1B00xl 200, 1800x1350, 1800x1500, 1B00x1bso.lBOOX1BOO MM
No, Lesen :
Licence No.: PS006203
PCS,Foaioe - 4.1 (s)lssue:5 Aev. :1
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BRANDMODELRATING
RATING
RATING
RATING
RATING :
RATING :
Sah Sehingga :
Valid Until :II
Tarikh Dikeluarkan :
lssue Date : l3 January 2010
SIRIM
3'1 December 2010
SIRI]l,|QAS
JzoFzutF
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No. Lesen :
Licence No.:
r,il74lr. Hj. Yahaya bin AhmadPengerusiChairmanSIRIM OAS International Sdn. Bhd
A, f-\"\ /0^, '\ q-&{-.d*"))=a2
Dato'Mariani MohammadPengarah UrusanManaging DirectorSiRIM QAS lnternational Sdn. Bhd
Sah Sehingga :
Valid Until :
PS006206
PCS/FORi08 - 4.1 (S)lssug:5Rev.:1
LESEN PENSIIILAN BARANGANP r o duct Cer tificqtion Licence
\\ 9,\'r'' i--r,'
\"-,"-;,#)i-==rr-slRlM QAS International sdn. Bhd. dengan ini menganugerahkan kepadaSIRIM QAS lnternational Sdn. Bhd. hereby grants to
SPEED CONCRETE INDUSTRIES SDN. BHD.LOT 16, KAWASAN PERINDUSTRIAN GEBENG26080 KUANTANPAHANG DARUL MAKMUR
Lesen untuk menggunakan Tanda pensijilan Oi "t",
barangana licence to use the Cerlification Mark on
PRECAST CONCRETE PIPES WITH OGEE JOINTS
P!eqse refer to detail in the SCHEDULE
sebagai mematuhi keperluanas complying with
MS 881:PT.3:1991
SIRIM OAS Intsnatlonal Sdn. Bhd.(No. Syarikat 41 0334-X)
1, Persiaran Dato' MenteriSeksyen 2, Peti Surat 7035
40911 ShahAtamSelangor Oarul Ehsa
MALAYSIA.
Tel : 60-3-5544 g0OFaks: 60-3-5510 9439
hnp / rw. sirim-qas.mm_myhRp/
^w.malaysiancertjlled.com.my
Tlrikh Muta pensijiran . 19 october 1995 Tarikh Diketuarkan : 13 January 2010
Certified Since : lssue Date
31 December 2010 No. S,r, , S. L4I0Serial No.:
Lesen ini dianugerahkM te.iaxluk kepaCa syarat-syaral Perjanjian Peisiilan Barangan SIRIM OAS lntematjonat Sdn. Bhd.This Licence is granted subi*l ic lhe provisians ol the tucduct CenifXation Agreement of StRtM QAS tnternatianat Sdn. Bhc
SIRIM
BRANDMODEL
RATING
Sah SehinggaValid Until:
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SIRIM
SCHEDULE
SPEED CONCRETE INDUSTRIES SDN. BHD.
SPEEDREINFORCED:1. LAND DRAINAGE2. SEWERAGE . CLASS L, M, HNOMINAL SIZE (DN) : 300, 375, 450, 600, 750, 900,1050, 1200, 1350, 1500, 1650, 1800 MM
No. Lesen :
Licence No.:PS006206
Pcs/FoR/o8 - 4.1 (sl$ue:5Fev.:1
Tarikh Dikeluarkan :
lssue Date; , 13 January 201031 December 2010
SIRI1t,|QAS
ttItIttII
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No. Lesen :
Licence No.: PS006207
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LESEN PENSIJILAN BARANGANP ro duct Cer tification Licence
slRlM QAS Internationar sdn. Bhd. dengan ini menganugerahkan kepadaSIRIM QAS lnternational Sdn. Bhd. hereby grants to
SPEED CONCRETE INDUSTRIES SDN. BHD.LOT 16, KAWASAN PERINDUSTRIAN GEBENG26080 KUANTANPAHANG DARUL MAKMUR
Lesen untuk menggunakan Tanda pensijilan di atas barangana licence to use the Ceftification Mark on
PRECAST CONCRETE PIPES WITH FLEXIBLE JOINTS FORDMINAGE AND SEWERAGE
Please refer to detail in the SCHEDULE
sebagai'rnematu hi keperluanas complying with
MS 881 :FT.1 :1991
tIIt
1.,.,,
A, I U\/0., \q4^r-a -_-=n::-
Dato'Mariani MohammadPengarah UrusanManaging DirectorSlRllV QAS Inrernationat Sdn. Bhd
Sah Sehingga :
Valid Until :
PengerusiChairmanSlRlN4 QAS International Sdn. Bhd.
Tlrikh Mura pensijitan : 11 August 2000 Tarikh Diketuarkan , 13 January 2010
Certified Since : lssue Date :II
OAS Intemational $n. Bhd.(No. Syarikat 410334-X)
1, Persiaran Dato' MenteriSeksyen 2, Peti Surat 7035
40911 Shah AtamSelangor Darul Ehsan
MALAYSIA.
Tel : 60-3-5*a &OOFaks: 60-3-5510 94@
31 December 2010 No. siri , S. I4IISerial No.:
SIRIM
/"V,/z!_*":lr. Hj. Yahaya bin Ahmad
hhp /Aryw.sirim-q as.co m. ny Lesen ini dianugerahkan teda(i!k kesada syarat-syarat Perjiljian Penstitan Barangan slFtN,,t oAS lntemaiional sdn. Bhd
IIIIIII
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SIRI]t,|CIAS
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SCHEDULE
SPEED CONCRETE INDUSTRIES SDN. BHD.
SPEEDREINFORCED : 1) LAND DRATNAGE2) SEWERAGE - CLASS L, M, HNOMINAL SIZE (DN) : 450, 600, 750, 900, 1050 AND1 200
No. Lesen :
Licence No.: PS006207
PCS,trOA/08 - 4.1 (S)lssue:58ev.:1
BRAND:MODEL :
MTING:
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Sah Sehingga :
Valid Until :Tarikh Dikeluarkan :
lssue Date : , 13 January 201031 December 2010
ffitrffitrS!.!i.n,i:.;a 9:.inidne:d . A;. Nega:E
NO. SIJIL (Certificate No.)
SURUHANJAYA PERKHIDMATAN AIR NEGARA
( suppLIER REaISTRAT|O,N CERTTFtCAT|ON )
Adalah dengan ini diperakui bahawa syarikat dan produk seperti yang tercatat di bawah telahberdaftar dengan Suruhanjaya Perkhidmatan Air Negarra bagi kegunaan industri perkhidmatan air dinegeri-negel"i semenanjung Malaysia dan wilayah per:;ekutuan Labuan.(Ihis ts to certify that the following company and praduct ha':.,e been registered with Suruhanjaya perkhidmatanAir Negara to ,be used in the water services industry in Penins:ular Malayiia and Federal Tenitory of Laouan.l
No. Rujukan, Pendaftaran(Reference of Registration No.)
Nama dan Alamat Syarikat :
Pembekal(t\ame ot 5uF\ptter)
SIJSL PEMKUAN PEND&FTARAru PEMBEKAL
SPEED CONCR.ETE INDUSTRIES SDN. BHD.B-03-29 & B-C$3-30/ BLOCK B, MERCHANT SQUARENO. l JALAN T"ROPICANA SELATAN 1PJU 3, 47410 FERALTNG JAYA, SELANGOR.
SPAN/ KPP/ 6e'O-L I 4 / 49O-O
I,IIIIIIIIIIIIIII
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Kategori(Categori)Nama Prodr-rk(Product Nante)Perihal Procluk(P rod u ct D e s :ri pt i o-t)
. ,...Jenama '. ,
(Brand Name)rtawatan : ,
(Standard)Kegunaan(Application) :
Nama dan Alamai Pembuat(Name and /,ddress bfManufacturer)
Nama dan Alamat Prinsipal(Name and riddress of PrincipalCompanv)
Sah Sehincoa(Valict tJntil)
Suruhanjaya Perkhidmatan Air NegaraMblaysiaA,v"
Tarikh Dlkeluarkan :(lssue Date)t
SEWAGE CONVEYANCE
PIPES & FITTXNGS - REiNFORCED CONCRETE
NOMiNAt-EAIZ (DN-):300, 375,450. 600, 750, 900, L050 & 1200mm.
SPEED
SISTEM PEMEETUNGAN :
SPEED CqNCRETE TNDUSTRTES SDN. BHD.B-03-29 & 8-03-30, BLOCK B, MERCHANT SQUARENO. I. JALAN-T'ROPICANA SELATAN 1PJU 3J17410 PERALING JAYA, SELANGOR.SPEED CONCFIETE INDUSTRIES SDN. BHD,B-03-29 & B-CI3-30, BLOCK B, MERCHANT SQUARENO. 1 JALAN-T'ROPICANA SELATAN 1PJU 3/ 47419 PERALTNq JAYA/ SELANGOR.
31 MEr 2013
Sijil yang dikeluarkan adalah tertakluk kepada syarat-syarat di muka surat belakang Sijil ini.(The Cerlificale rssued is subject to the concliiions atihe folli,wing page of this Certificate)
---'-""/"4=--( DAro'rro ydN ;r;l-: --
Ketua Pegawai Eksekulif
MAKLUMA]"PRODUK (PARTICULARS OF PRODUC T)
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STANDARD SIZE BOX CULVERT
WITHOUT DRY WEATHER FLOW
STANDARD SIZE 8OX CIJL.VERT
COMPL.ETE WITH DR'/ Wf;ATFiER FLOW
UU]80
9q_l)nn l
100)nn
.llIIII
aG-.'
IIo
All dimensions are in milimetres
D D] 62 D tB tc
600 225300450600
760760760760
445520670820
520595745895
75-7R
7575
300300300300
80808080
140140140140
750 I 300450600750
9109109109'10
520670820970
5957458951045
75757575
375375375375
808080
80
140140140140
900 300450600750900
1 0601 0601 0601 0601 060
530680830980'1130
605755905
1 0551205
75'tq
757575
450450450450450
8080808080
150'150
150'150
150
200 300450600/uc900
1 0501200
1 3901 390'1390
1 3901 3901 390I 390
545695845995114512951445
77i920
10701220137015201 670
225225225225zzc225225
1 075107510751075107510751 075
95OF
95o4
o6
95o6
'150
150
150150150'150
150
600750900
1 05012001 3501 500
1730173017301 730173017301730
8851 0351185,t 42tr
1 4851 6351785
111012601410't560
17 10
1 8602010
225225zzc225225225zzc
1075107510751 075107510751075
115
115115
115
115'115
115
180180180180
180180180
1 600750900
1 05012001 3501 500'1650
1 800
203020302030203020302030203020302030
9'15
1 06512151 36515151 6651815'1965
2115
1140129014401 59017401 890204021902340
225225zzJ225225225225zzc225
1 07510751075107510751075107510751013
115
115
1151'15,1,1q
115
115
115115
200200200200200200200200200
1,, o ,,
LENG"I H OF S TANDARD BOX CULVER I- IS 1 IVlETRE