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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:
- Residential
housing, commercial and factory buildings
- Box
culverts
- Pile
embankments for roads and bridges
- High
rise buildings
- 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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