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A Construction Method for Shallow Foundation Reinforcement

A construction method and shallow foundation technology, applied in infrastructure engineering, foundation structure repair, construction, etc., can solve problems such as waste of cost, delay in construction period, and complexity, and achieve high safety, fast support construction speed, and displacement prevention Effect

Active Publication Date: 2022-02-25
马鞍山钢铁建设集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] Aiming at the disadvantages of using the order of "shallow first and then deep" in the prior art to reinforce and support the built shallow foundation buildings, the operation is relatively complicated, the construction period is delayed, and the cost is wasted. The Construction Method of Shallow Foundation Reinforcement

Method used

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  • A Construction Method for Shallow Foundation Reinforcement
  • A Construction Method for Shallow Foundation Reinforcement

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Experimental program
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Effect test

Embodiment 1

[0043] like figure 1 , figure 2 As shown, a construction method for shallow foundation reinforcement of the present invention specifically includes the following steps:

[0044] Step 1: Construction preparation, determine construction related parameters

[0045] (1) Before the excavation of the built shallow foundation 3 (a number of fixed piles 4 are placed under the shallow foundation 3 for support), measure and position the line on the natural floor according to the uppermost edge of the earthwork excavation, and spread out the foundation earthwork with lime. Dig the upper edge.

[0046] (2) Determine the bottom elevation of the built shallow foundation for mechanical earthwork excavation. Since there is a deep foundation floor around the built shallow foundation 3, excavation is carried out on the basis of the deep foundation floor around the built shallow foundation 3 to the shallow foundation Bottom elevation, carry out vertical section steel hoop 2 pressure piles. ...

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Abstract

The invention discloses a construction method for shallow foundation reinforcement, which belongs to the technical field of building construction. The construction method of the present invention specifically includes the following steps: (1) construction preparation, determining construction-related parameters; (2) excavation of earthwork around the shallow foundation to the design elevation; (3) layered construction of shaped steel hoops; (4) deep foundation earthwork Layered excavation construction; (5) concrete support layered construction; (6) deep foundation structure construction, deep and shallow foundation earthwork backfill construction. The technical solution of the present invention can effectively solve the problems of complicated reinforcement and support operations for built shallow foundation buildings, delays in construction period, waste of costs and the like when the traditional construction is carried out in the order of "shallow first and then deep". At the same time, the construction method of the present invention is relatively simple, high in safety and relatively low in construction cost.

Description

technical field [0001] The invention belongs to the technical field of building construction, and more specifically relates to a construction method for shallow foundation reinforcement. Background technique [0002] In the process of building construction, the traditional foundation construction sequence is usually "deep first, then shallow", which can effectively ensure the safety and stability of the foundation pit and surrounding structures. However, in actual construction, especially in the metallurgical construction process, due to various reasons such as the limited plane space of the construction site and construction organization arrangements, many construction processes adopt the construction sequence of "shallow first and then deep". If the shallow foundation is not strengthened and protected in the early stage, subsequent forced large-scale excavation will most likely cause displacement of the shallow foundation and its superstructure, resulting in greater econom...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D37/00E02D27/48
CPCE02D37/00E02D27/48
Inventor 袁杨钱勇张晓栋
Owner 马鞍山钢铁建设集团有限公司
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