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Closed origin and arrival construction method of shield machine

A construction method and shield machine technology, applied in earthwork drilling, shaft lining, tunnel lining, etc., can solve the problems of large soil disturbance, increased construction cost, high site requirements, etc., and achieve the effect of reducing risks

Active Publication Date: 2009-12-23
CHINA TUNNEL CONSTR GUANGDONG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0013] ① When the freezing method is used for ground reinforcement, the freezing period generally takes 40d to 60d, which requires a long construction period, and mechanical freezing requires a large amount of electric energy, which greatly increases the construction cost
[0014] ② The frost heaving of the soil layer caused by the freezing method construction has a great impact on the surrounding environment
However, the steel plate replacement method also has certain limitations. For example, when the steel sheet pile is pulled out, it takes a long construction period, requires a high site, and has a large disturbance to the soil. It is not suitable for use when the surrounding buildings are close , After the shield machine is sealed and started, it is prone to "kowtow" phenomenon and other problems
[0019] This construction method is suitable for most of the shield starting construction method, and this construction method has not yet been adopted for the shield machine arrival and reception

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0032] A construction method for shielding confidential start and arrival, the method steps are as follows:

[0033] (1): Make plain concrete continuous wall close to the retaining structure of the continuous wall;

[0034] (2): Drill obliquely peripheral observation holes on the door to observe the stability and leakage of the soil;

[0035] (3): Cut off the concrete and steel bars on the door of the tunnel in sections, and replace the original continuous wall with plain concrete;

[0036] (4): Install shield machine receiving device and apply pre-force;

[0037] (5): Fill the steel sleeve of the receiving device to the required height;

[0038] (6): Conduct pressure test on steel sleeve;

[0039] (7): Shield machine tunneling construction until the shield tail of the shield machine enters or leaves the tunnel;

[0040] (8): Unload and disassemble the steel sleeve of the receiving device;

[0041] In order to facilitate a further understanding of the present invention, the presen...

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Abstract

The invention discloses a closed origin and arrival construction method of a shield machine, comprising the following steps: (1) using a tight continuous wall enclosure structure as a plain concrete continuous wall; (2) opening slanting periphery observation holes on a cavity door to observe the stable and leak conditions of soil bodies; (3) chiseling concrete and steel bars on the cavity door sectionally, and using plain concrete to replace the original continuous wall synchronously; (4) installing a receiving device of the shield machine, and applying pre-applied force; (5) filling materials in a steel sleeve barrel of the receiving device to a request height; (6) testing the pressure resistance of the steel sleeve barrel; (7) carrying out the digging construction of the shield machine until a shield tail of the shield machine enters or separates the cavity door; and (8) decompressing and disassembling the steel sleeve barrel of the receiving device. The closed origin and arrival construction method of the shield machine is safe, economical, efficient and simple, changes uncontrollable factors into controllable factors in a shield origin and arrival process, greatly reduces risks in a construction process, better controls land subsidence and provides the effectively ensured closed origin and arrival construction method of the shield machine.

Description

Technical field [0001] The present invention relates to the field of building construction, in particular to a construction method for the origination and arrival of shield tunnels in tunnel construction. Background technique [0002] The shield construction method is a method of using a shield machine to excavate underground. While preventing the collapse of the soft foundation excavation surface or maintaining the stability of the excavation surface, the tunnel excavation and lining operations are carried out safely in the machine. Tunnel construction method. [0003] Shield origination and arrival technology refers to the treatment of the end of the portal (reinforcement of weak ground and geological conditions of high groundwater level), the removal of the portal, the design and processing of the shield origination and receiving base before the shield tunneling. Positioning installation; the installation of support system, door ring, shield machine assembly and disassembly me...

Claims

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Application Information

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IPC IPC(8): E21D11/00E21D11/10
Inventor 易觉方启超赵晖蔡国贤凌波赖伟文吴启光刘玮王家星李飞
Owner CHINA TUNNEL CONSTR GUANGDONG
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