Brosur Spun Pile Wika 2011

PC SPUN PILES Description Type of piles Splice system Type of shoe Method of Driving

: Prestressed Concrete Spun Piles : Welded at steel joint plate : Pencil (Standard Product) Mamira (Special Design) : Diesel or Hydraulic Hammer

Design and Manufacturing References Design

JIS A 5335 - 1987 ACI 543R - 00

Manufacturing

SNI 03-2847-2002 JIS A 5335 - 1987 WIKA BETON-09-IK-005

Prestressed Concrete Spun Piles Design, Manufactured and Installation of Concrete Piles Indonesian Concrete Code Prestressed Concrete Spun Piles Piles Manufacturing Work Instruction

Specification of Material Item

Referance

Description

Agregate

ASTM C33 - 1999

Cement

NI 2 PBI - 1971 SNI 15-2049-2004

Standard Specification for Concrete Aggregates Indonesian Concrete Code Portland Cement

Admixture

ASTM C494 - 1985

Standard Specification for Chemical Admixture for Concrete

Concrete

SNI 03-2847-2002

Indonesian Concrete Code

Compressive strength at: 28 days : 600 kgf/cm2 (cube)

PC Wire

JIS G 3536 - 1999

Uncoated Stress-Relieved Steel Wire and Strand for Prestressed Concrete

SWPD 1

PC Bar

JIS G 3137 - 1994

Small Size Deformed Steel Bars for Prestressed Concrete

SBPDL 1275/1420

Spiral Wire Joint Plate

JIS G 3532 - 2000

Low Carbon Steel Wire

SWMA / SWMP

JIS G 3101 - 2004 ANSI / AWS D1.1 1990

Rolled Steel for General Structure Structural Welding Code-Steel

SS-400 AWS A S.1 / E 6013 NIKKO STEEL RB 26 / RD 260, LION 26, or equivalent

Welding

Specification

Standard product: type I Special order: Type II or V Type F: Water reducing admixtures

Shape and Dimension Length (L)

BOTTOM PILE

MIDDLE PILE

Classification Outside  Diameter D (mm)

Wall  Thickness T (mm)

Concrete Cross Section

Unit  Weight

(cm2)

(kg/m)

L (M)

Crack (Ton.m)

Ultimate (Ton.m)

(Ton)

300

60

A2 A3 B C

452

113

6 ‐ 13

2.50 3.00 3.50 4.00

3.75 4.50 6.30 8.00

72.60 70.75 67.50 65.40

350

65

A1 A3 B C

582

145

6 ‐ 15

3.50 4.20 5.00 6.00

5.25 6.30 9.00 12.00

93.10 89.50 86.40 85.00

400

75

A2 A3 B C

766

191

6 ‐ 16

5.50 6.50 7.50 9.00

8.25 9.75 13.50 18.00

121.10 117.60 114.40 111.50

450

80

A1 A2 A3 B C

930

232

6 ‐ 16

7.50 8.50 10.00 11.00 12.50

11.25 12.75 15.00 19.80 25.00

149.50 145.80 143.80 139.10 134.90

500

90

A1 A2 A3 B C

1159

290

6 ‐ 16

10.50 12.50 14.00 15.00 17.00

15.75 18.75 21.00 27.00 34.00

185.30 181.70 178.20 174.90 169.00

600

100

A1 A2 A3 B C

1571

393

6 ‐ 16

17.00 19.00 22.00 25.00 29.00

25.50 28.50 33.00 45.00 58.00

252.70 249.00 243.20 238.30 229.50

800

120

A1 A2 A3 B C

2564

641

6 ‐24

40.70 46.20 51.00 55.70 70.60

63.60 84.40 97.80 108.20 129.80

415.00 406.20 398.20 390.80 367.60

1000

140

A1 A2 A3 B C

3872

946

6 ‐24

75.00 82.30 93.30 105.70 123.60

117.90 139.80 170.90 199.70 229.90

614.00 604.80 590.60 575.00 552.90

1200

150

A1 A2 A3 B C

4948

1237

6 ‐24

120.00 130.00 145.00 170.00 200.00

180.00 195.00 217.50 306.00 400.00

802.40 794.00 778.10 751.50 721.10

Class

Length 

Bending Moment

Allowable Axial Load