PILES

Piles

North Corner Company has been distinguished for more than 15 years in this business and owns modern equipment and technology and is specialized in the following types: -
The theory of this type of foundation depends on the transfer of building loads from a level close to the surface of the earth to the surface suitable for foundation at high depth, in the absence of this suitable surface at near depth. This and some of them may depend on the theory of direct friction, as any length of materials that are hammered into any soil (except water) is given friction in direct proportion to the length extended in the ground from this point of view, the piles are divided into two main types:

  • Supporting Piles:

This method is based to transfer the load building to the deep depth with an average from 8 to 25 m below the ground of the building.

  • Friction Piles:

It depends on the bearing of the soil surrounding the pile for the loads resulting from the building by direct friction. Usually, the length of the pile is determined by 30 times the diameter. The pile also takes a zigzag shape, which helps to increase the force of friction between it and the surrounding soil.

One of the most famous pile types is the concrete piles:

There are many types of piles that depend on the method of hammering to reach the suitable layer for the foundation, and these methods are registered in the names of the companies executing them, each with special conditions and specifications. The engineer responsible for the foundations shall mention the name of the pile to be used for the building, the load centres, and their amount on the loading ground. The companies take responsibility for the design and implementation of the foundations approved by the project engineer.

Piles work from open pipes without heels and then empty the concrete inside. The diameter of the pipe may reach 40 cm, and the average concrete pile that it sleaves is from 12 to 30 meters depending on the level of land suitable for the foundation.

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NCC_PILES
NCC_PILES