Reinforced concrete piles

Reinforced concrete piles
Series of working drawings

Technical specifications

STB 1075-97

Reinforced concrete piles
Product Dimensions, mm Volume, m³ Weight of 1 piece, t
Length L, mm Width B, mm Height H, mm
SP40.30-2 w4 4000 300 300 0,370 0,95
SP50.30-3 w4 5000 300 300 0,460 1,15
SP50.30-4 w4 5000 300 300 0,460 1,15
SP60.30-3 w4 6000 300 300 0,550 1,4
SP60.30-4 w4 6000 300 300 0,550 1,4
SP70.30-6 w4 7000 300 300 0,640 1,6
SP80.30-4 w4 8000 300 300 0,730 1,85
SP80.30-6 w4 8000 300 300 0,730 1,85
SP90.30-5 w4 9000 300 300 0,820 2,05
SP90.30-8 w4 9000 300 300 0,820 2,05
SP100.30-8 w4 10000 300 300 0,910 2,3
SP100.30-5 w4 10000 300 300 0,910 2,3
SP110.30-6 w4 11000 300 300 1,000 2,5
SP120.30-8.1 w4 11000 300 300 1,090 2,75
Description

Piles SP are linear reinforced concrete structures of square section with transverse reinforcement of the trunk with stressed bar reinforcement, which are driven into the ground to a considerable depth using special equipment. Piles perform functions of distributing the foundation load and transferring the load from the structure to the ground. The basis of any building is the foundation. The type of foundation is selected taking into account such parameters as the number of storeys of the building, type of soil, soil moisture. The most suitable solution for creating a strong, durable and stable foundation for high-rise buildings, as well as for buildings on wet or clayey, soft soil, is the use of reinforced concrete piles.