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Variable-diameter shield body and diameter changing method

A shield body and variable technology, which is applied in the field of shield machines, can solve the problems of limited variable diameter shield body diameter range, difficult removal of muck, and high risk of machine jamming, so as to achieve flexible construction methods, improve tunneling efficiency and construction Safety factor, reducing the effect of entering the shield

Inactive Publication Date: 2021-01-12
CHINA RAILWAY ENGINEERING EQUIPMENT GROUP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The diameter change of the shield body is realized through the relative movement of the upper and lower shield bodies. The diameter change range of the shield body is limited, mainly for the shield-type TBM main engine is long, and the machine jams when excavating in large deformation, fractured and broken zone formations. risky problem
Moreover, the sealing performance of the variable-diameter shield body is poor during the diameter-changing process, and it is difficult to remove the muck. Therefore, it is necessary to provide a variable-diameter shield body with good sealing performance and high flexibility.

Method used

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  • Variable-diameter shield body and diameter changing method
  • Variable-diameter shield body and diameter changing method

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Embodiment 3

[0038] Embodiment 3: a kind of method for changing the diameter of the variable-diameter shield body as described in embodiment 2, the shield body is changed from a small diameter to a large diameter and the shield body is changed from a large diameter to a small diameter two processes; the shield body is changed from a small diameter to a large diameter step As follows: the telescopic member 3 protrudes outwards, driving the segmented shell 1 to protrude outwards to form the largest ring body; at this time, the outer flexible body 5 and the inner support body 9 of the sealing structure are sealed and overlapped, and the outer flexible body 5 and the inner support body 9 are sealed and overlapped. The supporting body 9 is in the state of the minimum overlapping surface. In this state, the annular shield composed of the block shells still maintains a complete ring state and good sealing performance in the circumferential direction, reducing the entry of rock and soil debris into ...

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Abstract

The invention discloses a variable-diameter shield body and a diameter changing method. The variable-diameter shield body comprises a central frame and block shells which can be spliced into a ring, wherein the block shells are connected to the periphery of the central frame through telescopic pieces, and a sealing structure is arranged between every two adjacent block shells, so that the sealingperformance is ensured while the flexible operation of diameter changing is realized. According to the variable-diameter shield body, the sealing structure is arranged between every two adjacent blockshells, so that the two adjacent blocks can relatively slide to change the diameter, the circumferential sealing performance of the shield body can be ensured, and rock and soil debris entering the shield body is reduced. A slag flushing mechanism is arranged at the lap joint of the sealing structures, compressed gas or high-pressure water is introduced into a main pipe, rock and soil located atthe lap joint part are flushed when the shield body is recycled, so that the retraction of the shield body is prevented from being blocked, and meanwhile, the abrasion of the sealing structures is reduced.

Description

technical field [0001] The invention relates to the technical field of shield machines, in particular to a variable-diameter shield body and a diameter-variable method. Background technique [0002] In the process of shield excavation in mountain tunnels, the jamming phenomenon caused by the extrusion deformation of the surrounding rock often occurs; the stress release and deformation performance of different grades of surrounding rock are different, and the stress release is faster in the section with better surrounding rock, and the deformation Smaller, it is suitable for timely support, while the stress release is slow and the deformation is large in the section with poor surrounding rock, which is suitable for slow back support. At this time, proper over-excavation is beneficial to improve the economy of support. Therefore, variable-diameter shields have broad application prospects in mountain tunnels. [0003] And in the prior art, if the application publication number...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/06B08B3/02B08B5/02
CPCB08B3/022B08B5/023E21D9/06E21D9/0635
Inventor 李建斌白中坤毕程程于少辉
Owner CHINA RAILWAY ENGINEERING EQUIPMENT GROUP CO LTD
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