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Shallow-to-deep foundation pit supporting structure and method

A foundation pit support, first shallow and then deep technology, applied in infrastructure engineering, excavation, construction and other directions, can solve problems such as loss, foundation pit engineering accidents, etc., to achieve high work efficiency, convenient soil excavation, surrounding Low environmental impact

Inactive Publication Date: 2015-07-01
南京市测绘勘察研究院股份有限公司
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

If the strength and construction technology of the foundation pit support structure built first do not conform to the actual situation of the deep foundation pit excavation and support structure later, it will easily lead to accidents and losses in some foundation pit projects

Method used

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  • Shallow-to-deep foundation pit supporting structure and method
  • Shallow-to-deep foundation pit supporting structure and method
  • Shallow-to-deep foundation pit supporting structure and method

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Embodiment Construction

[0029] Below in conjunction with specific embodiment, further illustrate the present invention, should be understood that these embodiments are only used to illustrate the present invention and are not intended to limit the scope of the present invention, after having read the present invention, those skilled in the art will understand various equivalent forms of the present invention All modifications fall within the scope defined by the appended claims of the present application.

[0030] Such as Figure 1-2 As shown, it is used for foundation pit support structure that is shallow first and then deep, including reinforced concrete inner support structure for deep foundation pit built later, reinforced concrete corbel support 5, and H-shaped steel skeleton 4; reinforced concrete inner support The structure includes a plurality of reinforced concrete inner supports 2, and each inner reinforced concrete support 2 is provided with an H-shaped steel skeleton 4, and one end of the...

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Abstract

The invention discloses a shallow-to-deep foundation pit supporting structure and method. The shallow-to-deep foundation pit supporting structure comprises a reinforced concrete internal supporting structure used for a deep foundation pit constructed at the later stage, a reinforced concrete bracket support and an H-shaped steel framework, wherein one end of the reinforced concrete internal supporting structure and one end of the reinforced concrete bracket support are both close to a shared shallow-to-deep foundation pit building outer wall, the H-shaped steel framework penetrates through the shared shallow-to-deep foundation pit building outer wall, one end of the H-shaped steel framework is connected to the interior of the reinforced concrete internal supporting structure, and the other end of the H-shaped steel framework is connected to the interior of the reinforced concrete bracket support; the other end of the reinforced concrete bracket support and a shallow foundation base plate are connected and are constructed at the same time; a waterstop steel plate is welded to the outer side of the H-shaped steel framework penetrating through the shared building outer wall. According to the shallow-to-deep foundation pit supporting structure, the whole construction time is short, a construction site is spacious, and materials can be transported and piled conveniently; meanwhile, the requirements for investing capitals in batches and putting commercial residential buildings in to the market by stages of construction units can be met.

Description

technical field [0001] The invention relates to a support structure for foundation pits which are shallow first and then deep and a realization method thereof, which belongs to the technical field of geotechnical engineering. Background technique [0002] In recent years, my country's building construction has become more and more prosperous, underground projects have risen rapidly, and the construction area of ​​basements has become larger and larger. Due to the difference in planning and use performance, large underground buildings are not developed at one time, and the number of basement floors is not all the same. Conventional foundation pit design and construction are carried out in accordance with the construction process of "deep first and then shallow". If the conventional method of "deep first and then shallow" is adopted for large-scale deep foundation pit projects, the entire project period will be long, and the construction site is small, and the building materia...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/04
CPCE02D17/04
Inventor 赵升峰黄广龙章新马世强张西平周文苑
Owner 南京市测绘勘察研究院股份有限公司
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