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Comprehensive construction system and method for mechanical slurry balance pipe-jacking tunnel to penetrate through existing structure downwards

A mud-water balance and structure technology, applied in tunnels, tunnel linings, underground chambers, etc., to achieve good stability, avoid collapse, and avoid unsafe accidents.

Active Publication Date: 2022-01-04
THE 2ND ENG OF THE 12TH BUREAU GROUP OF CHINA RAILWAY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In view of the above-mentioned problems existing in the construction of pipe jacking tunnels passing through existing structures, the present invention provides a comprehensive construction system and method for mechanical mud-water balance pipe jacking tunnels passing through existing structures. In the case of factors such as collapse risk, make full use of the advantages of pipe jacking construction

Method used

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  • Comprehensive construction system and method for mechanical slurry balance pipe-jacking tunnel to penetrate through existing structure downwards
  • Comprehensive construction system and method for mechanical slurry balance pipe-jacking tunnel to penetrate through existing structure downwards
  • Comprehensive construction system and method for mechanical slurry balance pipe-jacking tunnel to penetrate through existing structure downwards

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Embodiment 1

[0036] This embodiment provides a comprehensive construction system for a mechanical mud-water balance pipe jacking tunnel passing through existing structures, including a pipe jacking construction system, a comprehensive support monitoring system, and an existing structure protection system; the pipe jacking construction system includes Working well 1, back seat wall 2, hydraulic jack 3, jacking structure support unit 4, roof unit 5, pipeline 6, closed mud-water balance machine head pipe 7 and laser reflection unit; the comprehensive support monitoring system includes the starting port Support 8 and segment stress-strain acquisition unit 9; the originating port support 8 includes a square concrete structure 8.1 and a support base 8.2; diameter of the circular channel; the bottom of the support base 8.2 is supported on the foundation of the starting working well 1, and the top is supported on the bottom surface of the square concrete structure 8.1; the segment stress and strain...

Embodiment 2

[0051] This embodiment is a comprehensive construction method for mechanical mud-water balance pipe jacking tunnel passing through existing structures. The comprehensive construction system of mechanical mud-water balance pipe jacking tunnel passing under existing structures described in Example 1 is constructed. Prospecting the local geological structure, judging the soil quality and construction conditions of the construction site that needs to be used for construction, and mastering the location of existing structures and the deformation limit they can resist in detail. The construction method includes the following steps,

[0052] S1, distinguish whether grouting construction can be carried out inside the existing structure, if grouting construction can be carried out, then carry out grouting reinforcement inside the existing structure; if grouting construction cannot be carried out inside the existing structure, then during the pipe jacking construction Inject grout from t...

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Abstract

The invention provides a comprehensive construction system and method for a mechanical slurry balance pipe-jacking tunnel to penetrate through an existing structure downwards, and belongs to the technical field of pipe-jacking construction. The comprehensive construction system comprises a pipe-jacking construction system, a comprehensive support monitoring system and an existing structure protection system. Through cooperation of the three parts of systems, deformation and settlement of the existing structure on the upper portion can be reduced, the change condition of the existing structure in a construction project and the real-time state in the pipeline jacking process are monitored in real time through a stress-strain acquisition unit, data are transversely compared, and unsafe accidents are avoided. The comprehensive construction system has the advantages that the influence on the existing structure in the pipe jacking construction process can be controlled, the pipe jacking effect is controllable and adjustable, the stability of a top plate unit is good when jacking force is dissipated, and structural pavement is conducted on a stratum before a pipe jacking tunnel is excavated.

Description

technical field [0001] The invention belongs to the technical field of pipe jacking construction, and specifically discloses a comprehensive construction system and method for a mechanical mud-water balance pipe jacking tunnel passing through existing structures. Background technique [0002] Pipe jacking construction is a kind of non-grooving construction technology. It refers to the theorem generated by jacking equipment in the working well to overcome the friction between the pipeline and the surrounding soil, and push the pipeline into the ground according to the design requirements. It has high construction accuracy. , Applicable to a wide range of pipe diameters, applicable to various geological conditions and other advantages. [0003] With the rapid development of the economy, there are relatively many municipal constructions in the city, the use of space on the ground is limited and there is a large traffic pressure, and more pipeline constructions are gradually usi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/10E21D9/00E21D11/10
CPCE21D9/1006E21D9/001E21D9/003E21D11/105Y02E10/20
Inventor 杨培仕蒋丽文胡继辉黄亮周凤印胡莘李世太李春鹏曹海彪张庆欣
Owner THE 2ND ENG OF THE 12TH BUREAU GROUP OF CHINA RAILWAY
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