R 2008-1

OKAPRECAST

CONCRETEPILES

(67634-M)

wffic 6 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 m

Cn No :AB 1579 Con No: AR 1579 C.d No : MY'AF 157s

Conform To MS 1314 : 2OO4

Design and Code ofPractices

Materials Specifications

Design Griteria

Handling & Pitching

Pile Shoes

(FLAT SHOE)Type N Normal Flat Shoe

(Flafended MS Plate)(POINTED SHOES)Type 1 X-Pointed Shoefype2 Fabricated Pointed ShoeType 3 Cast-iron Pointed Shoe

easy to medium hard driving

moderate to hard drivingnormal hard drivingnormal hard driving,

The design and manufacture of OM reinforced concrete piles is in accordance with :

MS 1314:2004 "Malaysian Standard for Precast Concrete Piles"BS 8004:1986 "British Standard Code of Practice for Foundation"BS 81 10:Pt 1 :'1985 "British Standard on Structural Use of Concrete - Code of Practice for Design and Construction"

Concrete Characteristic cube strength shall be 45 1'176rnz ; Water /Cement Ratio

Links atPitch P3

Length, L

PileNominal

SizeA x C

(mm x mm)

PileLength

(M)

tvt"iirutStructural Load

(ton)

RecommendedAxial Working

Load

(ton)

Pile DimensionsMain

Reinforcement

(No/Dia)

Links

A 6

mm

WireSize

(mm)

P1

(mm)

X

(mm)

P2

(mm) (mm)

P3

(mm)OKA Class "MS" Piles (Gonform To MS1314 :20041150X 150 6,3 32 25 153 147 150 4 T 9 4.5 45 450 4 5 - 7 5 450 75't75 X 175 6,3 44 35 't78 172 175 4 T 0 4.5 40 525 40-87 525 87200 x 200 9,6,3 58 45 zvJ 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 42 675 42 - 1' t2 675 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 40 750 40 - 125 750 Z J

275X275 O A ? 105 85 278 272 275 8 T 0 5.5 41 825 41 1 ' t7 825 1 7275X275 1 2 108 85 278 272 275 4 T ' t 6 J . 3 41 825 4',t - 117 825 1 7300 x 300 12,9,6,3 126 105 303 297 300 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 4

350 X 350 12,9,6,3 172 145 353 347 350 4 r 1 6 + 4 T 1 0 6.0 40 1 050 40 - 120 1050 20375X375 12,9,6,3 198 160 378 372 375 4 1 2 0 b . J 45 1125 45 - 136 1125 Jb400 x 400 12,9,6,3 227 190 403 397 400 4 1 2 0 + 4 T 1 0 o.c 44 1200 44 - 133 1200 33450 X 450 12,9,6,3 282 230 453 447 450 4 1 2 0 + 4 T 1 2 o.c 41 1 350 41 120 1 350 20

OKA Glass "G" Piles150 X 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 35 178 172 175 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

PileNominal

SizeA x C

(mm x mm)

Joint PlateThickness

(mm)

Centering BarDiameter

(mm)

Anchorage Bars

No i Dia Length

f,KA Glass "MS" Flat Shoe150 X 150 o 1 2 4 T 9 315't75 X 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',|2300 x 300 I 20 4 T ' t 6 5't2325X325 o 20 4 T 2 0 640350 X 350 1 2 20 4 T 2 0 640375X375 1 2 20 4 T 2 0 640400 x 400 12 20 4 T 2 5 800450 X 450 1 2 20 4 1 2 5 800

OKA Glass "C" Flat Shoe150 X 150 4.5 12 4 T 9 300175 X 175 4 5 12 4 T 9 300200x200 6 t o 4 T 1 0 350

CAPACITY OF PILEThe maximum allowable structural working load(Safe Working Load) of the pile is calculated inaccordance with BS 8004.

Max. StructuralWorking Load

fcu

Ac

fscAsc

fcuxAc + fscxAsc3.65

Characteristic cube strength ofconcrete at 28 days = 45 N/mm2

Area of concrete

175 N/mm2 for High Yietd ReinforcementArea of steel

Nofes.'1. OKA Class "MS" piles are designed and manufactured

in accordance with MS 1314:2004.2- OKA Class "C'piles are designed and manufactured

in accordance with BS 8004.3. Concrete used shall be grade 45 with characteistic

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

Actual structural loads are also dependent on otherfactors especially ground conditions.

ln view of continual review and improvement, OKA reserves the right to change the above specification without notice. Please check with us whenyou place your orders.

WPES OF POINTED PILE SHOE

Standard Type NNormal Flat Shoe

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

(Pointed Shoe) Type 1 X-Pointed Shoe (Pointed Shoe) Type 2 Fabricated Pointed Shoe

Solid Cast lron "OSLO" Point

(Pointed Shoe) Type 3 - Cast-iron Pointed Shoe (Pointed Shoe) Type 4 Rock Shoe ("OSLO Point")

Slandard Type NNormal Flat Shoe

PileNominal

Size

TYPES OF POINTED PILE SHOEType 1

X-Pointed ShoeIype 2

Fabricated Pointed ShoeType 3

Cast-iron Pointed ShoeTttr

Rock Shoe Ie 4"Oslo Point")

Atmmt

B{ m m l

C(mm) DtmmtE

tmmtF(mm)

G

(mm) nt m m t t m m lK

t m m l tmmtM

tmm)N

{mmlo

t m m lP

t m m l'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 20 175 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 6 275 150 600 20 275 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 6 325 150 600 20 325 95 95 50 20350x350 I 100 150 I 500 1 6 350 150 600 20 350 100 100 50 20375x375 8 1 1 0 150 I 500 1 6 375 150 600 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 Control of a l l mater ia ls and components in p i lemanufactur ing is an essent ia l part of the Oka pi l ing system.

To achieve this, regular testing is carried out and maintained inaccordance with Oka's specifications, relevant British Standard Codesof Practices and Malaysian standard Results are recorded graphicallyto ensure trends can be recognised early and for ease of referencseach pile carries an identification numberAmong the many test carr ied out are:

a Test on concrete cubes for compressive strength.

Checks on f in ished pi les for st ra ightness, cross-sect ion,al ignment of jo int and f i t t ingsSlumD test on concrete batches.

Test on aggregate samples for grading and silt content.

Str ingent checks on re inforcement cages for steel qual i ty ,spacing and st i r rups pi tch.

o

a

a

OKA CONCRETE INDUSTRIES SDN BHD(Subsidiary of OKA CORPOMTION BHD)

HEAD OFFICENo 6, Lebuhraya Chateau, Off Jalan Kampar,

30250 lpoh, Perak Darul RidzuanTel:05-2542741 | 2542745 | 2542746 I

25427 48 I 253't7 34 | 2425211Fax 05-2532403 | 241185'l

FACTORIES:perak

8KM, Off Jalan Gopeng/Batu Gajah,31300 Kampung Kepayang,

lpoh, PerakTel: 05-3663516/3666457

Fax: 05-3656505

Negeri SembilanPf 25oo,Batu2112

Jalan Pajam-Batang Benar,71800 Nilai, Negeri Sembilan

Tel; 06-7999287Fax: 06-7999287

JohorLot 548, Mukim Senai,

Jalan Seelong,81400 Kulai, Johor

Te l :07-5511008Fax:07-5511011

PahangLot 986 & Lot 2354,

Batu 6, Jalan Gambang,25150 Kuantan, Pahang

Te l :09-5511371Fax: 09-55 1 1560