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Foundation pit with first support zone having dynamic stress regulation function and construction method of foundation pit

A technology of dynamic stress and stress adjustment, applied in infrastructure engineering, excavation, construction, etc., can solve the problems of inability to control and intervene in dangerous situations, sacrificing the surrounding environment, and inability to apply, and achieve good application prospects, good economy, and expansion of construction methods. Effect

Pending Publication Date: 2018-02-13
SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the current first concrete support cannot apply adjustable dynamic stress through the active head and jack like the steel support, but can only be deformed and compressed inward through the enclosure structure of the foundation pit, and then the concrete support passively bears the transmission earth pressure
This not only sacrifices the effect of controlling the impact on the surrounding environment to a certain extent, but also prevents the danger control intervention through the measures taken for the first support when an alarm occurs in the foundation pit

Method used

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  • Foundation pit with first support zone having dynamic stress regulation function and construction method of foundation pit
  • Foundation pit with first support zone having dynamic stress regulation function and construction method of foundation pit
  • Foundation pit with first support zone having dynamic stress regulation function and construction method of foundation pit

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Embodiment

[0038] like figure 1 and figure 2 As shown, the foundation pit with the dynamic stress adjustment function of the first support includes the first support 1 located at the connection between the foundation pit and the ground 9 .

[0039] The first support 1 is disconnected near the middle to form a left half support 12 and a right half support 11, and a stress adjustment device 3 is arranged between the left half support 12 and the right half support 11.

[0040] The stress adjusting device 3 is fixed in the foundation pit by means of a steel column 2 vertically arranged in the foundation pit.

[0041] The stress adjusting device 3 includes a jacking plate 31 , a slide support 32 and a jack 33 .

[0042] The top supporting plate 31 includes a connection portion fixedly connected to the upper end of the steel column 2, and a supporting plate perpendicular to the steel column and extending in a plate shape around the periphery. The center of the supporting plate is located di...

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Abstract

The invention discloses a foundation pit with a first support zone having the dynamic stress regulation function and a construction method of the foundation pipe. The foundation pit comprises support,and a stress regulation device is arranged at the position close to the middle of the first support in a disconnected manner; the stress regulation device comprises a top support plate, a sliding bearing and a jack; the top support plate comprises a connecting portion fixedly connected with the upper end of a steel column and a tubular support plate body; the upside of the support plate body is provided with the sliding bearing corresponding to the disconnected first support, and the sliding bearing is used for supporting the first support; the jack is arranged at the position where the firstsupport is disconnected. During construction, the steel column is arranged firstly, the top support plate and the sliding bearing are arranged at the top of the steel column, the first support is broken into two sections when cast, an embedded steel plate is arranged on fracture surface of the first support, and the jack is arranged at the position where the first support is disconnected after first support is completed; the shortcoming of the first concrete support on environmental protection control is overcome, and meanwhile, adverse effect produced from contraction of the concrete supportin the super-large foundation pit can be compensated.

Description

technical field [0001] The invention relates to the technical field of foundation pit construction, in particular to a foundation pit with a first support with a dynamic stress adjustment function and a construction method. Background technique [0002] In recent years, with the rapid development of urban development and construction, the scarcity of urban space and land resources has become increasingly prominent, especially in large and medium-sized cities with developed economies and heavy traffic, including underground space complexes, subway stations, underground garages, underground The construction of various underground spaces including substations, underground pumping stations, civil air defense projects, and street crossing tunnels is in full swing. The foundation pit engineering corresponding to the construction of underground space is facing four major trends: large-scale plane, deep excavation depth, narrow construction site, and close distance to surrounding pr...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/02E02D17/04
CPCE02D17/02E02D17/04
Inventor 张中杰吕培林邓长茂刘书俞震中
Owner SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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