PC SHEET PILES

DESCRIPTION
Type of Sheet Piles CPC Sheet Piles : Corrugated Prestressed Concrete Sheet Piles
FPC Sheet Piles : Flat Prestressed Concrete Sheet Piles
FRC Sheet Piles : Flat Reinforced Concrete Sheet Piles

Method of Installation Dynamic Pile Driving :

1. Vibro Hammer (corrugated type) + Water Jet (special requirement)
2. Diesel Hammer (flat type)

DESIGN & MANUFACTURING REFERENCE

Design JIS A 5326 - 1988 Prestressed Concrete Sheet Piles
JIS A 5325 - 1981 Reinforced Concrete Sheet Piles

SHEET PILES
SNI 03-2847 - 2002 Indonesian Standard Code for Concrete

Manufacturing JIS A 5326 - 1988 Prestressed Concrete Sheet Piles

JIS A 5325 - 1981 Reinforced Concrete Sheet Piles
WB - PRD - PS - 16 Production Manufacturing Procedure

PRODUCT SHAPE & SPECIFICATION | CORRUGATED PRESTRESSED CONCRETE SHEET PILES

200
162.5 175 280 Cgc
215 Cgc 230 Cgc 400
325 350
162.5 175 200
110 120 120
996 996 996

W-325 W-350 W-400

300
250 480
225 Cgc
380 Cgc 600
330 Cgc 500
450
250 300
225
120 120 120

996 996 996

W-450 W-500 W-600

CPC SHEET PILES SPECIFICATION Concrete Compressive Strenght fc’ = 62 MPa (Cube 700 kg/cm2)
Width Cross Section Section Inertia Unit Weight Moment (ton.m) Allow. Service Moment (ton.m) Length*
Type Class
(mm) (cm2) (cm4) (kg/m) Crack Break Temporary Permanent (m)
W-325 996 1,315 134,264 329 A 11.40 22.80 10.07 6.74 8 - 15
B 13.30 26.60 11.97 8.64 8 - 16
W-350 996 1,468 169,432 368 A 15.60 31.20 14.04 10.14 9 - 17
B 17.00 34.00 15.44 11.54 10 - 18
W-400 996 1,598 248,691 400 A 20.10 40.20 18.10 13.08 10 - 18
B 23.40 46.80 21.40 16.38 11 - 20
W-450 996 1,835 353,363 459 A 26.90 53.80 24.37 18.04 11 - 20
B 30.70 61.40 28.17 21.84 12 - 21
W-500 996 1,818 462,373 455 A 35.20 70.40 32.22 24.76 12 - 22
B 40.40 80.80 37.42 29.96 13 - 24
W-600 996 2,078 765,907 520 A 50.60 101.20 46.48 36.19 14 - 25
B 59.60 119.20 55.48 45.19 15 - 27
Note : * Length of Concrete Corrugated Sheet Piles may exceed usual standard whenever lifted in certain position
January - 2015
PRODUCT SHAPE & SPECIFICATION | FLAT CONCRETE SHEET PILES
FPC-320 . 6S-A

PC Stand Diameter : 160

Cgc
A = PC Strand Ø 9,53mm Cgc 110 320
220 160
B = PC Strand Ø 12,7mm 110
C = PC Strand Ø 15,2mm
Number of Strand 500 500
Height of Sheet Pile
Sheet Pile Type FPC/FRC-220 FPC/FRC-320

FRC SHEET PILES SPECIFICATION Concrete Compressive Strength (Class A) fc’ = 28 MPa (Cube 350 kg/cm2)
Concrete Compressive Strength (Class B) fc’ = 42 MPa (Cube 500 kg/cm2)

Width Cross Section Section Inertia Unit Weight Moment Crack Moment (ton.m/0.5m) Length *
Type Class
(mm) (cm2) (cm4) (kg/m) (ton.m/0.5m) Capacity Breaking (m)
FRC-220 500 1,085 43,802 271 A 1.50 3.20 4.00 4-7
B 1.84 4.70 5.88 4-7
FRC-320 500 1,585 135,455 396 A 3.20 5.01 6.26 4-8
B 3.92 7.41 9.26 4-9

FPC SHEET PILES SPECIFICATION Concrete Compressive Strength fc’ = 42 MPa (Cube 500 kg/cm2)

Width Cross Section Section Inertia Unit Weight Moment Crack Service Moment (ton.m/0.5m) Length *
Type Class
(mm) (cm2) (cm4) (kg/m) (ton.m/0.5m) Temporary Permanent (m)
FPC-220 500 1,085 43,802 271 6S-A 3.38 2.85 1.54 4-9
8S-A 3.85 3.32 2.01 4 - 10
10S-A 4.30 3.77 2.46 4 - 10
6S-B 4.48 3.95 2.64 4 - 11
8S-B 5.22 4.69 3.38 4 - 11
6S-C 5.39 4.86 3.55 4 - 12
10S-B 5.89 5.36 4.05 4 - 12
8S-C 6.31 5.78 4.47 4 - 13

FPC-320 500 1,585 135,455 396 6S-A 6.24 5.12 2.32 4 - 10

8S-A 6.98 5.86 3.06 4 - 11
10S-A 7.70 6.58 3.78 4 - 12
6S-B 7.98 6.86 4.06 4 - 12
12S-A 8.39 7.27 4.47 4 - 12
14S-A 9.07 7.95 5.15 4 - 12
8S-B 9.21 8.09 5.29 4 - 13
6S-C 9.51 8.39 5.59 4 - 13
16S-A 9.73 8.61 5.81 4 - 13
10S-B 10.37 9.25 6.45 4 - 13
8S-C 11.12 10.00 7.20 4 - 14
12S-B 11.48 10.36 7.56 4 - 14
14S-B 12.53 11.41 8.61 4 - 15
10S-C 12.62 11.50 8.70 4 - 15
16S-B 13.52 12.40 9.60 4 - 15
Note : * Length of Flat Prestressed Concrete Sheet Piles may exceed usual standard whenever lifted in certain position

PRODUCT APPLICATION

RETAINING WALL RIVER NORMALIZATION UNDERPASS WALL BREAKWATER STRUCTURE