Reinforced concrete piles

Series of working drawings
Technical specifications	STB 1075-97

Product	Dimensions, mm			Volume, m³	Weight of 1 piece, t
Product	Length L, mm	Width B, mm	Height H, mm	Volume, m³	Weight of 1 piece, t
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.