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Construction method of deep foundation pit support

A technology of deep foundation pit support and construction method, which is applied in the construction field of deep foundation pit support, can solve the problems of limited bottom soil layer in surrounding sites, unable to meet construction needs, bending damage of supporting structure, etc., so as to overcome the problem of easy bending Destruction or even subversion, obvious social and economic benefits, high ergonomics

Inactive Publication Date: 2017-09-05
GUANGZHOU NO 1 CONSTR ENG
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Slope support requires a large space, bolt support needs to be anchored on the slope, pile row support is dug deep, and the support structure is prone to bending damage or even subversion when the soil pressure is too large. Therefore, the three This traditional foundation pit support method has limitations and cannot meet the actual construction needs when the adjacent buildings or trees that need to be protected in situ are close to the edge of the foundation pit, the surrounding space is limited and the bottom soil layer needs to be protected.

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  • Construction method of deep foundation pit support
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Embodiment Construction

[0022] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are some of the embodiments of the present invention, but not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

[0023] figure 1 A construction method for deep foundation pit support is shown, including:

[0024] (1) Site leveling, surveying and setting out at the design position of the foundation pit;

[0025] (2) For the construction of steel pipe piles, holes, grouting, and pipe sinking shall be made according to the existing layout plan;

[0026] (3) Construction of the top beam;

[0027] (4) Earth excavation, excavation to the steel strand elevation;

[...

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Abstract

The invention relates to a construction method of a deep foundation pit support. The construction method is characterized by comprising the following steps that site leveling and surveying and setting out are carried out on a design position of a foundation pit; steel pipe pile construction is carried out, and hole forming, grouting and pipe sinking are carried out according to the existing layout chart; capping beam construction is carried out; earth excavation is carried out, and excavation is carried out to the elevation portions of steel strands; steel strand hoops are mounted and are stretched and locked; steel pipe pile surface concrete filling and leveling up are carried out, and the steel strands and steel pipe pile bodies are in lap joint closely; and earth excavation is carried out to the next elevation portions of steel strands, and the above steps are repeated for steel strand construction to the foundation pit bottom. The construction method has the beneficial effects that occupancy on the construction site is reduced; construction is convenient and fast; work efficiency is high; operability is high; construction quality is guaranteed; meanwhile, damage to a soil layer is avoided; the construction method is especially suitable for carrying out in-situ protection on old trees; and the problem that a support structure is prone to being bent and damaged and even turning over is overcome.

Description

technical field [0001] The invention relates to a construction method for deep foundation pit support, in particular to support construction for in-situ protection of ancient trees or buildings in deep foundation pit engineering. Background technique [0002] At present, in the construction industry, in order to carry out the construction of building foundations and basements, it is necessary to excavate the space below the ground, and the temporary pits formed are called foundation pits. According to the relevant administrative measures of our country, the excavation depth exceeds 5 meters, or the excavation depth does not exceed 5 meters, but the geological conditions, surrounding environment and underground pipelines are complicated, or the foundation pit engineering that affects the safety of adjacent buildings (structures) is a deep foundation. pit works. Foundation pit engineering mainly includes design and construction of foundation pit support system and earthwork e...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/04E02D27/14E02D5/38
CPCE02D17/04E02D5/38E02D27/14
Inventor 彭鸿志刘智东曾国钊温兴章吴昊李志侃焦子亮罗默梁伟坚杨新意刘灿权赵一菂
Owner GUANGZHOU NO 1 CONSTR ENG