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PRECAST REINFORCED CONCRETE PILES

 

E-RETE Precast Reinforced Piles are designed and manufactured in accordance with BS8004: 1986 and MS 1314: Part 1: 1993.

E-RETE Piles can be driven by all types of conventional piling frames for foundation of the following structure:

  1. Residential housing, commercial and factory buildings
  2. Box culverts
  3. Pile embankments for roads and bridges
  4. High rise buildings
  5. Retaining walls and other concrete structures

Safe working load of E-RETE is calculated in accordance with BS 8004 : 1986 CP 116 : 1969 and MS 1314 : 1993

Where

Note:
These working loads are only the structural capacities of piles. The actual working capacities are dependent on the soil conditions and other consideration but shall not exceed the max structural working load.

STRUCTURAL REQUIREMENTS:

Grade of Concrete

: 45

Lateral reinforcement at Pile Head / toe

: 0.6% of gross volume over distance of 3x pile width from each end.

Lateral reinforment at pile body

: 0.2% of gross volume spared at not more than 1/2 x pile width.

Cement

: Ordinary Portland Cement complying with MS522: Part 2 : 1989

Aggregate

: The coarse and fine aggregate shall comply with MS29. Maximum size of aggregate shall be 20mm

Steel Reinforcement

: Steel reinforcement shall conform to MS144 and MS146

Mild Steel Plate

: Mild steel plate shall comply with BS4360

 

 

 

 

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E-Rete ( Malaya ) Sdn Bhd
117, 2-1/2 Miles, Jalan Kuala Kangsar, 30010 Ipoh, Perak Malaysia.
Tel: +605 506 1396, +605 506 4221 Fax: +605 506 2369, +605 548 7931
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