Spun Piles

PC SPUN PILESDescription 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 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 Manufacturing Specification of Material Item Agregate Referance ASTM C33 - 1999 NI 2 PBI - 1971 SNI 15-2049-2004 ASTM C494 - 1985 Description Standard Specification for Concrete Aggregates Indonesian Concrete Code Portland Cement Standard Specification for Chemical Admixture for Concrete Indonesian Concrete Code Specification Cement Admixture Standard product: type I Special order: Type II or V Type F: Water reducing admixtures Compressive strength at: 28 days : 600 kgf/cm2 (cube) SWPD 1 Concrete SNI 03-2847-2002 PC Wire JIS G 3536 - 1999 Uncoated Stress-Relieved Steel Wire and Strand for Prestressed Concrete Small Size Deformed Steel Bars for Prestressed Concrete Low Carbon Steel Wire Rolled Steel for General Structure Structural Welding Code-Steel PC Bar JIS G 3137 - 1994 SBPDL 1275/1420 Spiral Wire Joint Plate Welding JIS G 3532 - 2000 JIS G 3101 - 2004 ANSI / AWS D1.1 1990 SWMA / SWMP SS-400 AWS A S.1 / E 6013 NIKKO STEEL RB 26 / RD 260, LION 26, or equivalent 50 10.60 70.00 22.50 145.80 25.70 178.15 400 75 766 191 6 .90 169.70 249.50 10.00 3.00 3.00 19.00 58.75 18.50 65.40 93.00 45.00 15.00 11.30 229.30 181.10 117.00 7.00 Allowable Axial Load (Ton) 72.50 300 60 452 113 6 .00 17.50 12.90 185.00 12.50 28.30 9.00 12.20 174.16 .80 139.00 6.25 9.30 8.00 25.13 350 65 582 145 6 .00 252.50 14.50 3.75 15.50 7.75 4.00 25.16 500 90 1159 290 6 .50 33.00 29.00 17.25 12.16 450 80 930 232 6 .00 Ultimate (Ton.75 21.50 4.50 4.40 111.50 8.00 5.80 143.20 5.00 121.m) 3.00 243.00 19.10 134.20 238.25 6.50 149.16 600 100 1571 393 6 .m) 2.60 114.75 67.50 18.50 6.00 34.00 15.00 5.00 11.10 89.00 27.Shape and Dimension Length (L) Bottom pile Middle pile Classification Outside Diameter (D) (mm) Wall Thickness (t) (mm) A2 A3 B C A1 A3 B C A2 A3 B C A1 A2 A3 B C A1 A2 A3 B C A1 A2 A3 B C Bending Moment Class Cross Section (cm2) Unit Weight (kg/m) Length (L) (m) Crack (Ton.50 9.50 86.75 13.40 85.00 8.50 6.