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Root pile active tracking layered grouting system and construction method

A technology of grouting system and construction method, which is applied in sheet pile walls, foundation structure engineering, construction, etc., can solve problems such as large deformation of tunnels, warping of tracks, and influence on the operation of subway trains, so as to strengthen the surrounding soil and reduce the The effect of small detrimental deformations

Pending Publication Date: 2019-06-28
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For example, most of the existing subway tunnels in operation are shield tunnels connected by prefabricated concrete segments and high-strength bolts, which are sensitive to deformation
Excessive deformation will not only lead to the opening of the connection between the segments, staggered platform, and warping of the track, which will affect the operation of the subway train. Large deformation and damage occur

Method used

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  • Root pile active tracking layered grouting system and construction method
  • Root pile active tracking layered grouting system and construction method
  • Root pile active tracking layered grouting system and construction method

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Embodiment Construction

[0022] Embodiments of the present invention are described below through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific implementation modes, and various modifications or changes can be made to the details in this specification based on different viewpoints and applications without departing from the spirit of the present invention.

[0023] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

[0024] see first figure 1 , shows an exemplary overall distribution diagram of the root pile active tracking layered grouting system according to the embodiment of the present invention, as shown in the figure, the main components of the tree root pile active tracking layered grouting system ...

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Abstract

The invention discloses a root pile active tracking layered grouting system and a construction method. Root piles arranged in rows are driven between a building and grouting holes for grouting retaining, the grouting holes adopt sleeve valve pipes for active tracking grouting construction, and the system further comprises a high pressure tube used for injecting high-pressure air into the groutingholes to cut the surrounding soil body. The root pile active tracking layered grouting system and the construction method have the advantages that the root piles are driven between the building and the grouting holes, the root piles adopt a positive cycle mud protection wall pore-forming process, the surrounding soil body is not affected basically, and after the root piles reach strength, sleeve valve pipe active tracking grouting construction can be carried out, thereby not only reinforcing the soil body around the building, but also reducing the harmful deformation caused by grouting to thebuilding.

Description

technical field [0001] The invention relates to the technical field of civil building construction, in particular to an active tracking layered grouting system for tree root piles and a construction method. Background technique [0002] With the rapid development of my country's social economy, the progress of modern city construction is accelerating, large-scale comprehensive multi-functional buildings are emerging, and infrastructure construction is also improving day by day. During the excavation of the foundation pit, the unloading effect of the adjacent soil causes the corresponding deformation of the foundation pit enclosure, which causes the corresponding displacement and deformation of the adjacent building foundation or the tunnel outside the pit along with the soil. For example, most of the existing subway tunnels in operation are shield tunnels connected by prefabricated concrete segments and high-strength bolts, which are sensitive to deformation. Excessive defo...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/36E02D15/04
Inventor 续文昊陈新喜陈华李赟郭志鑫鲍旺吴光辉谢正涛樊晨强张弘锦张文杰
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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