soUARE

PILE

l

PRAGTTGAL,ECONOMIGAL &EXTREMELY RELIABLE

Manufacturer:

PT,Saeti Goncretindo WahanaPT.Saeti Beton Pracetak

(Jakarta)(Surabaya)

THE JHSPC SQUARE PILE

riven pile foundation system is still the most popular system of foundation, because

the system is very suitable for every condition of soil. Besrdes it is practical, economical

and most reliable.

With the invention of JHS Joint System, prestressed pile can be easily jointed topenetrate up to 55 m depth or even more. lt has already been proven that the strength ofthe joint is at least as strong as the pile itself.

With our production system and under sirick control experienced staff. JHS Factory in

Cakung can produce 3.000 m' high quality (K500) prestressed pile per day. And with our

lransportation capacity, we are able to deliver our product throughout Indonesia on time.

]HS PILE STRENGTH STANDARD SPECIFICATION

Sizeweight

kq /m'

Area

cm2

Length

m

tlo, ofStrand

Type ofStrand

Eff Prestress

tilDa

Axialload Tensionult.

KN

shearcap

KN

To rsio n

cap

kNm

MomentAllowabl€

KN

Ultimate

KN

tlomin al

KN

crdck

kain

P=0kNm

Mmax,

kNm

25x25 156.25 625

6-1) 4 yB' 1.67 794 1,292 1,615 r37.49 5.03 r9 95 31 50

(,-14 5 4.5B 179 1.107 \,634 422 145.03 5.03 22 34 35 50

6-15 6 3lB', 5.50 763 i,648 506 152.56 5.03 )4 7) 39 50

616 4 ri2' 6.58 145 1,1t5 1,669 608 161.47 5.01 27 55 33 51

30x30 225.00 900

6-13 4 tB' 2.55 I,T7I 1,835 2,294 l3B r92.43 B.70 29.43 43 B5

6-14 3/8" 1,155 1,849 2,3t1 422 200.28 B.70 32.30 49 86

6-15 6 3.82 1,140 1,864 2,330 506 208.12 8.70 35.16 56 B6

6-16 4 rl2' 4.57 1,121 1,88r 2,351 608 217 40 B.70 38.55 61 B7

35x35

614 4 3/8' 1.87 1,616 2,416 3,095 25115 1t.81 41.91 52 115

6-15 tB' 2.34 1,600 2,491 3,114 422 265 82 13.81 45.25 61 136

6'16 4 ri2' 3.36 t,567 2,52) 3,153 608 283 43 13.81 52.54 B3 t31

611 tl2' 4.21) 1,519 2 548 1,185 160 291 93 1:l.Bl 58.55 gB 138

40x40 400.00 1,600

6-14 4 tl2' 2.51 2,080 3,261 4,079 608 359.80 20.61 10.04 105 204

6-16 112' 3.21 2,052 3,289 q,111 760 374.59 20.61 76.B9 r21 205

6-18 6 rl2 3.86 2,025 3,311 4,143 911 389.38 20.61 83.75 r37 206

6-19 rl2 4.50 t,997 3,310 4,175 1,063 404.18 20.61 90.61 153 208

45x45

6-16 1l)' 2.54 4,D1 5,r59 764 46r.66 29.35 99.24 141 291

611 6 rl)' 305 2,o07 4,t52 5,190 911 476.69 29 35 106.95 162 29r

6-18 7 rl2' 3.56 ),579 4,178 5 223 1,063 491.71 29 :15 114.61 184 294

6-20 B 112' 4.06 2,551 4,2A3 5,254 1,215 506.74 29.35 205 296

50x50 625.00 2,500

6-16 6 rl2' 2,47 3,257 5,090 6,363 911 5J4.44 40.26 1t4.65 189 399

6-18 7 12' 2,BB t rlq 5,115 6,394 1,063 589.66 4A.26 143.22 216 401

6-19 8 \12' 3.29 3,242 5,141 6,426 1,215 604.88 4A.26 r51.79 243 401

6-20 9 rl2' 3.70 ),r47 5,166 6,458 r,367 620.09 4A.26 160.36 268 405

NOTE :

1. Concrete Compressive Slrength at 28 clays is 5AA kg/cm'. (Che Tesl) or 12.3l,4pa (Cylinder Test).

2. Main Reinforcement: Prcstrcssing Cable (PC) Sl[and. with Ultimate Tensile Slrcngth (UTS) : 102 3 kN(far A 3/8" ) and 183.7 kN ( far A1/2").

3. Piles can be costum-made ta meet client's design crite a

4 Canves;on Va,ue t N - A 10ta ig l MPd - 10 toat Ag, n

I

s

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WffiJHS WEDGE JOINT SYSTEMSome advantages :

. JHS wedge joint system :s patented internationally

. The strength ofjoint depends on wedge and not welding.The welding is only to keep the wedge in place

. The joint has equal stiffness to the pile itself, so it can avoidstress concentration in joint

NOTEl:Number of wedges for joint splices could be modified upon ceftain Circumstances

with equivalent strength, ( 2 wedges or 1 wedge on each side of pile ).

TOPPILE .]>

WEDGE 'E

BOTTOII PILE .

ISOlllETRIC JHS WEDGE JOINT SYSTEIlI

I

sEcTtoN c

DETA L OF STANDARD

SHOE REINFORCEI\,1EN]NOTES :

CANCREIE 500 Kg/Cn2PC STRAND CAAIF TAASTMA416DRAWNG NAT TA SCALE

ffi

SIDE ANCHOg

LONGITUDINAL SECT]ON

Kelapa Gading Square

PIuit Emporium

JHS

Central Park Tanjung Duren