Soil retaining structure suitable for power building built on soft geology

Abstract

The invention relates to the technical field of power equipment, and particularly discloses a soil retaining structure suitable for a power building built on soft geology. The soil retaining structureis used for shielding backfilled sandy soil on the side surface of the power building. The soil retaining structure comprises a pile foundation reinforcing structure, a soil retaining structure suitable for a power building built on soft geology and a soil retaining wall main body. The pile foundation reinforcing structure comprises a plurality of wood piles and peripheral jet grouting piles which are arranged in a square array, and a central jet grouting pile is arranged at the central position of the square array; the graded sand stone cushion layer is located above the pile foundation reinforcing structure and gradually thickens towards the direction close to the power building; the soil retaining wall main body is composed of cement and steel bars and is located above the graded sandstone cushion layer; and the side, close to the power building, of the soil retaining wall main body is of a vertical surface structure, and the thickness of the soil retaining wall main body is gradually increased from top to bottom. The soil retaining structure is suitable for the power building built on soft geology, and has the advantages of being stable in structure, convenience to transportand the like.

Description

technical field [0001] The invention relates to the technical field of power equipment, in particular to a soil retaining structure suitable for power buildings built on soft ground. Background technique [0002] The southern part of our country is mostly mountainous and rainy in summer. When building transmission and distribution line towers, substations, substations and power distribution rooms in places with restricted terrain, accidents such as landslides are prone to occur. Generally, rubble is used to build a retaining wall to protect the above-mentioned electrical equipment. [0003] The retaining wall with traditional rubble structure has the following disadvantages: [0004] ① An integral stress surface cannot be formed, the structure is unstable and prone to collapse; [0005] ②Rubber is not easy to transport in mountainous and other road conditions; [0006] ③ Manual masonry is required, the construction period is long, and the internal quality is uncontrollabl...

AI Technical Summary

Problems solved by technology

[0004] ① An integral stress surface cannot be formed, the structure is unstable and prone to collapse;

[0005] ②Rubber is not easy to transport in mountainous and other road conditions;

[0006] ③ Manual masonry is required, the construction period is long, and the internal quality is uncontrollable;

[0007] ④Especially when the land is soft ground, the traditional retaining wall cannot sit on the foundation, and it is easy to tilt and collapse after a long time

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