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R 2008-1

OKAPRECASTCONCRETEPILES(67634-M)

wffi6 n f f i 6 d r o M s l s o m l : 2 f f i c n i l i d r o M s l s o 9 @ 1 : 2 m c . d m d b s o g m l : 2 mCn No :AB 1579 Con No: AR 1579 C.d No : MY'AF 157s

ConformTo MS 1314 2OO4

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Design ndCode fPractices

Materialspecifications

Design riteria

Handling PitchingPileShoes

(FLAT HOE)Type Normallat hoe(FlafendedSPlate)(POINTEDHOES)Type X-Pointedhoefype2 FabricatedointedhoeType Cast-ironointedhoe

easyo mediumard riving

moderateohard rivingnormalard rivingnormalard riving,

The esignndmanufacturefOM reinforcedoncreteiless naccordanceithMS1314:2004 "MalaysiantandardorPrecastoncreteiles"BS8004:1986 "Britishtandardode f PracticeorFoundation"BS81 0:Pt '1985 "BritishtandardnStructuralse fConcreteCode fPracticeorDesignndConstruction"Concrete Characteristicube trengthhall e451'176rnzWaterCementatio 0.45Cement OrdinaryortlandementoMS522Aggregates MS 9Reinforcement MS144 ndMS146The iles re esignedndmanufacturedowithstandoads rstressesue o ifting,tacking,ransport,andling,itchingnd rivingatsite.MAIN ONGITUDINALEINFORCEMENTsdesignedor ifting,andlingnd itchingt salso eenakennto onsiderationorcontributingo heaxiaload apacityForOKAClassMS" ile,Small iles p o175mm Minimum 0% teel ontenlyvolumePiles 00mm above Minimum.8% teel ontentyvolumeLATERALEINFORCEMENTn he orm f inkssprovidedopreventhatteringrsplittingfpile uringrivingAl lPiles Minimum6% teel ontentyvolumeatpile ead/toe)Minimum.2% teel ontentyvolumeatpile ody)OKA iles re esignedo esist ending omentue o singleoint r wo ointsifting/pitchingOKA iles ome ith IVE lternativeype fpile hoes. he ype fpile hoe electedependndrivingnd oil onditions

topenetrateementedoil ayer,pile eatingnweakock,Type Rock hoe("Oslo oint") hard rivingndpiles eatingnhardock trata

RCPilesat OKAfactory. OKAreadymixconc ete plant.

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Links atPitch P3

Length, L

PileNominal

SizeA x C

(mmx mm )

PileLength

(M )

tvt"iirutStructural oad

(ton)

RecommendedAxial Working

Load

(ton)

Pile Dimensions MainReinforcement

(No/Dia)

Links

A 6mm

WireSize(mm)

P1(mm)

X(mm)

P2(mm) (mm)

P3(mm)

OKA Class"MS" Piles(Gonform o MS131420041150X150 6,3 32 25 1 5 3 147 150 4 T 9 4.5 45 45 0 4 5 - 7 5 450 75't75X 175 6,3 44 35 't78 172 17 5 4 T 0 4.5 40 525 40-87 525 87200x 200 9,6,3 58 45 zv J 197 200 4 T 5. 0 45 600 45 - 100 600 00225X225 9,6,3 71 57 228 222 225 4 T 2 5.0 42 67 5 42 1't2 67 5 1 2250X250 O A ? 89 75 253 247 250 8 T 0 5.5 40 750 40 - 125 750 25250X250 1 2 92 75 253 247 250 4 - l J- 3 40 75 0 40 - 125 750 ZJ275X275 O A ? 1 05 85 278 272 27 5 8 T 0 5.5 4 1 825 41 1 ' t7 825 1 7275X275 1 2 1 08 85 278 272 27 5 4 T ' t 6 J. 3 4 1 825 4',t 117 825 1 7300x 300 12,9,6,3 126 1 0 5 303 297 300 4 T 1 6 6.0 43 900 43 - 135 900 35325X325 12,9,6,3 't48 120 328 322 325 8 r 1 2 6. 0 42 975 42 - 131 975 a 4350X 350 12,9,6,3 172 1 4 5 353 347 350 4 r 1 6 + 4 T 1 0 6.0 40 1050 40- 120 1050 20375X375 12,9,6,3 1 98 16 0 37 8 372 375 4 1 2 0 b. J 45 1125 45 - 136 1125 Jb400x 400 12,9,6,3 227 19 0 403 397 400 4 1 2 0 + 4 T 1 0 o.c 44 1200 44 - 133 1200 3345 0 X 450 12,9,6,3 282 230 45 3 447 450 4 1 2 0 + 4 T 1 2 o.c 4 1 1350 41 120 1350 20OKA Glass G" Piles150X 150 6, 3 32 25 153 147 150 4 T 9 4.5 45 450 4 5 - 7 5 450 75175X 175 6, 3 43 35 17 8 172 175 4 T 9 4.5 40 525 40-87 525 87200x200 6, 3 55 A E 203 197 200 4 T 1 0 5.0 45 600 45 - 100 600 100

PileNominalSize

A x C(m mx mm)

JointPlateThickness

(mm)

CenteringarDiameter

(mm)

AnchorageBars

No Dia Lengthf,KA Glass "MS" Flat Shoe150X 150 o 1 2 4 T 9 3 15't75X 175 b 12 4 T 1 0 350200x200 9 1 6 4 T 1 2 384225X225 9 1 6 4 T 1 2 384250X250 I 1 6 4 T 1 6 512275X275 I 20 4 T 1 6 5',|2300x 300 I 20 4T ' t 6 5't2325X325 o 20 4 T 2 0 640350X 350 1 2 20 4 T 2 0 640375X375 1 2 20 4 T 2 0 640400x 400 12 20 4 T 2 5 800450 X 450 12 20 4 1 2 5 800

OKA Glass "C" Flat Shoe150X 150 4.5 12 4 T 9 30017 5X 175 4 5 12 4 T 9 300200x200 6 t o 4 T 1 0 350

CAPACITYOF PILEThe maximum allowable structural working load(Safe Working Load) of the pile is calculated naccordancewith BS 8004.Max. StructuralWorking LoadfcuAcfscAs c

fcuxAc + fscxAsc3.65

Characteristic cube strength ofconcreteat 28 days= 45 N/mm2

Area of concrete175 N/mm2 for High Yietd ReinforcementArea of steel

Nofes.'1. OKA Class"MS" pilesare designedand manufactured

in accorda nce withMS 1314:2004.2- OKA Class "C'piles are designed and manufacturedin accordance with BS 8004.3. Concrete used shall be grade 45 with characteistic

cube strengthof 45 Mmm2 at 28 days.4. The above structural loads are for reference only.

Actual structural oadsare also dependent on otherfactors especially ground conditions.

ln view of continual review and improvement,OKA reserves he right to change theabove specificationwithout notice. Please check with us whenyou place your orders.

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WPESOFPOINTEDILE HOEStandard Type NNormal FlatShoe

Mild Steel Plates Mild SteelPlates(X-Shaped) (Pyramid Shape)

(PointedShoe) Type 1 X-Pointed hoe (Pointed hoe) Type2 Fabricated ointedShoe

SolidCast ron "OSLO" Point

(PointedShoe) Type3 - Cast-ironPointedShoe (Pointed hoe) Type4 RockShoe "OSLOPoint")

Slandard Type NNormalFlatShoe

PileNominalSize

TYPES FPOINTEDILESHOEType1X-Pointedho e Iype 2Fabricatedointed hoe

TypeCast-ironointedhoe TttrRock hoee 4"Oslo oint")Atmmt B{mml C(mm) Dtmmt Etmmt F(mm) G(mm) nt mm t t mm l Ktmml tmmt Mtmm) N{mml otmml Ptmml'150x150 6 45 00 6 500 16 150 100 600 20 150 45 45 20 20175x175 6 50 00 6 500 1 6 175 100 600 20 17 5 50 50 20 20200x200 6 60 00 6 500 16 200 150 600 20 200 60 60 20 20225x225 I 65 50 8 500 1 6 225 150 600 20 225 65 65 50 20250x250 I 75 50 E 500 16 250 150 600 20 250 75 75 50 20275x275 8 80 50 8 500 1 6 275 15 0 600 20 27 5 80 80 50 20300x300 I 85 50 I 500 1 6 300 150 600 20 300 85 85 50 20325x325 8 95 50 I 500 1 6 325 15 0 600 20 325 95 95 50 20350x350 I 100 150 I 500 1 6 350 150 60 0 20 350 100 100 50 20375x375 8 1 1 0 150 I 500 1 6 375 150 60 0 20 375 1 1 0 1 1 0 50 20400x400 8 1 1 5 150 I 500 l 6 400 150 600 20 400 1 1 5 1 1 5 50 20

Qual i ty Cont ro l of al l mater ials and components in pi lemanufac tur ings an essent ia l art of the Oka pi l ing ys tem.To achieve this, regular testing is carried out and maintained naccordancewith Oka'sspecifications,elevantBrit ishStandardCodesof Practices nd Malaysian tandard Resultsare recordedgraphicallyto ensure trends can be recognised arly and for ease of referencseachpilecarriesan identif icationumberAmong he many es t carr ied ut are:a Test on concretecubes or compressive trength.

Checks on f in ished pi les for s t ra ightness , c ross-sec t ion,a l ignment f o intand i t t ingsSlumD eston concrete atches .Test on aggregatesamples or gradingand silt content.St r ingentchecks on reinforcement ages for s teel qual i ty ,spac ing nd st i r rups i tch.

oaa

OK A CONCRETE NDUSTRIES DN BHD(Subsidiary f OKA CORPOMTION BHD)HEAD OFFICENo 6, Lebuhraya hateau, f fJalanKampar,

30250 poh,PerakDarulRidzuanTel:05-2542741 | 2542745 2542746

25427 8 I 253't7 4 2425211Fax 05-2532403 241185'l

FACTORIES:perak

8KM,Off JalanGopeng/Batu ajah,31300Kampung epayang,

lpoh,PerakTel:05-3663516/3666457

Fax:05-3656505

NegeriSembilanPf 25oo,Batu2112

JalanPajam-Batangenar,71800Nilai,NegeriSembilan

Tel; 06-7999287Fax:06-7999287

JohorLo t548,MukimSenai,

JalanSeelong,81400Kulai, ohor

Te l : 07-5511008Fax :07-5511011

PahangLot 986 & Lot 2354,

Batu6, JalanGambang,25150Kuantan, ahang

Te l : 09-5511371Fax:09-55 1560