Products

Production Process

Form Assembly

Contrifugal Forming

Steam Curing

Stock Pile

Concrete Filling

Steel Bar Tensioning

Demolding

Pile Marking

Product features and advantages

Pre-Tensioned Spun High Streng Concrete Pile or PHC is the high strength spun pile with the conrete compressive strength of about 80Mps.

It is circular in cross-section and are manufacutured in sizes ranging from diameter 300mm to 600mm with standard lengths varying from 6m to 15m in single pieces.

The pile is made by spinning cylindrical molds filled with fresh concrete, therefore the produced piles could be very compact. Unlike pile types, PHC pile requires less concrete and therefore very economical.

PHC pile is designed to bear various types of structure and environment conditions. It is used among others on High-Rise Buildings, Hotel, Condo, Super Market, University, Villar, Borey, Commercial Building, Industrial Buildings, Marine Structures and Bridges etc.

Benefits of PHC Piles:

  • High loading capacity
  • Excellent anticorrosion performance
  • Strong resistance to bending
  • Construction period can be shortened
  • Construction expenses can be saved

Property of PHC Pile JIS A 5373-2010

Outside
Diameter
D(mm)
Thickness T(mm) Types Standard Bending Moment
(N=0)
PC Bar
Diameter
(mm)
Number of
PC Ba
Section
Area Ac
(cm2)
Equivalent
Sectional Area Ae
(cm2)
Moment of
Inertia of Equivalent Section
Le
(cm4)
Section
Modulus
Ze
(cm3)
Weight
(kg/m)
Installation
Load(Ton)
Cracking Mcr
kN m
Break Mu
kN m
300 60 A 24.5 37.2 7.1 6 450 452 35,160 2,364 120 150
350 65 A 34.3 52 7.1 7 579 582 63,570 3,633 155 200
400 70 A 54 81.4 7.1 10 721 725 105,900 5,296 190 250
400 80 A 54 81.4 7.1 10 800 804 111,900 5,596 210 280
500 90 A 103 155 7.1 14 1,154 1,159 261,100 10,450 310 400
600 100 A 166.8 250.2 7.1 18 1,564 1,571 521,600 17,390 420 550

Property of PHC Pile GB 13476-2009

Outside
Diameter
D(mm)
Thickness T(mm) Types Standard Bending Moment
(N=0)
PC Bar
Diameter
(mm)
Number of
PC Ba
Section
Area Ac
(cm2)
Equivalent
Sectional Area Ae
(cm2)
Moment of
Inertia of Equivalent Section
Le
(cm4)
Section
Modulus
Ze
(cm3)
Weight
(kg/m)
Installation
Load(Ton)
Cracking Mcr
kN m
Break Mu
kN m
400 95 A 54 81 9.0 7 906 910 123,000 3,075 241 310
400 95 AB 64 106 10.7 7 904 909 123,050 3,076 242 300
500 100 A 103 155 9.0 11 1249 1257 285,000 11,400 333 430
500 100 AB 125 210 10.7 11 1240 1250 284,950 11,430 335 420
600 110 A 167 250 9.0 14 1686 1693 573,00 19,100 449 590
600 110 AB 206 346 10.7 14 1900 1905 573,050 19,050 455 580