Range Of Products
RC Piles
• Reinforcement Concrete Piles
Materials SPECIFICATIONS
| Consituent Materials | |
| Cement | MS 522 ordinary portland cement |
| Steel Reinforcement | BS 4449 / MS 146 |
| Aggregates | BS 882 / MS 29 mining sand / 20mm aggregates |
| Admixture | BS 5075 / MS 922 super plasticizer |
| Cold Drawn Wire | BS 4482 / MS 144 lateral reinforcement stirrup |
| Mild Steel Plate | BS EN 10137-1 end plate (Grade 43A) |
PRODUCT SPECIFICATION
| Dimension | Main Reinforecent Bar nos x dua mm |
Wire Rods | Plate Thickness mm |
Concrete Cover mm |
Axial Load Capacity | |||||||
| Size mm |
Length m |
A mm |
B mm |
C mm |
Wire Diameter mm |
Stirrups | Max Safe Structural Working Load (tonnes) |
Recommended Working Load (tonnes) |
||||
| Pitch X mm |
Pitch Y mm |
Concrete Grade N/mm 50 |
||||||||||
| 150 X 150 | 6 , 3 | 153 | 147 | 150 | 4 X T9 | 4.5 | 40 | 90 | 4.5 | 30 | 35 | 28 |
| 200 X 200 | 6 , 3 | 203 | 197 | 200 | 4 X T10 | 4.5 | 35 | 100 | 6 | 30 | 61 | 48 |
| 200 X 200 | 6 , 3 | 203 | 197 | 200 | 4 X T12 | 4.5 | 35 | 100 | 6 | 30 | 61 | 48 |
*Scroll to right to see more details.
TECHINICAL CALCULATIONS
Capacity of RC Piles in accodance to standard specified.
Safe working load = 0.275fcu *AC + fsc *AS
where,
fcu = characteristic strenght of concrete at 28 days (45N/mm)
AC = area of concrete
AS = area of main reinforcement
fsc = 175N/mm for high yield steel
* The acial load capacities are based on the structural capacities of RC pile and actual pile bearing capacities may need to consider the geotechnical factor.
TECHINICAL DRAWINGS
