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Rapid grouting and hole sealing device for tunnel lining structure and using method

A sealing device and grouting technology, which is applied in the direction of tunnel lining, tunnel, shaft lining, etc., can solve the problems of changing, grouting conduit can not recycle the grouting depth, etc., to avoid leakage, ensure the effect of recycling, and avoid spring the winding effect of

Active Publication Date: 2022-03-29
ZAOZHUANG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Aiming at the deficiencies in the prior art, the purpose of the present invention is to provide a rapid grouting sealing device for tunnel lining structure and its use method, which can realize the sealing of the gap between the grouting sealing device and the hole wall through the expansion rubber tube, and will The outer space is isolated, and the stretchable rubber hose is used to cover the gap between the grouting conduit and the outer casing steel pipe, preventing the grout from entering the gap between the grouting conduit and the outer casing steel pipe, and using the spring to limit the grouting during the twisting process The movement of the conduit solves the problem that the existing grouting conduit cannot be recycled and the grouting depth is prone to change during installation

Method used

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  • Rapid grouting and hole sealing device for tunnel lining structure and using method
  • Rapid grouting and hole sealing device for tunnel lining structure and using method
  • Rapid grouting and hole sealing device for tunnel lining structure and using method

Examples

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Effect test

Embodiment 1

[0037] In a typical embodiment of the present invention, such as Figure 1-Figure 4 As shown, a rapid grouting and sealing device for tunnel lining structure is proposed, which includes a grouting conduit 1, a jacket steel pipe 4, a sealing mechanism and a rotation limit mechanism. At the entrance, one end of the grouting conduit 1 close to the grouting port is sequentially sleeved with a sealing mechanism and a jacket steel pipe 4, and the other end of the grouting conduit 1 is provided with a rotation limiting mechanism.

[0038] Specifically, the length of the jacket steel pipe 4 is shorter than the grouting conduit 1, and the jacket steel pipe 4 is sleeved on the grouting conduit 1 to form a casing structure with the grouting conduit 1. The outer wall of the grouting conduit 1 is provided with threads, and the inner wall of the jacket steel pipe 4 Threads are also provided on the top, and the rotation connection between the grouting conduit 1 and the jacket steel pipe 4 is...

Embodiment 2

[0055] In another typical embodiment of the present application, a method for using a rapid grouting sealing device for tunnel lining structures as described in Embodiment 1 is provided, and the specific process is as follows:

[0056] First put the fast grouting sealing device into the borehole so that the distance between the grouting port and the bottom of the borehole meets the grouting depth requirement;

[0057] Secondly screw into the jacket steel pipe 4, squeeze the expansion rubber tube 3 under the cooperation of the stopper 2, so that the expansion rubber tube 3 expands, and utilize the expansion rubber tube 3 to isolate the borehole from the outer space;

[0058] Then the grouting inlet end of the grouting conduit 1 is connected with the grouting equipment, the valve 8 is clocked in for grouting, and after the grouting is completed, the valve 8 is closed to stop the grouting;

[0059] Finally, after the grout is solidified, turn back the jacket steel pipe 4 to reset...

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Abstract

The invention discloses a rapid grouting and hole sealing device for a tunnel lining structure and a using method, relates to the technical field of building construction, solves the problems that an existing grouting guide pipe cannot be recycled and the grouting depth is prone to change in the installation process, does not change the grouting depth and ensures the grouting effect, and adopts the specific scheme that the rapid grouting and hole sealing device comprises the grouting guide pipe; the two ends of the grouting guide pipe are provided with a grouting opening and a grouting inlet respectively, the end, close to the grouting opening, of the grouting guide pipe is sequentially sleeved with the hole sealing mechanism and the outer sleeve steel pipe, and the other end of the grouting guide pipe is provided with a rotary limiting mechanism. The rotary limiting mechanism is composed of a bearing and a spring, the bearing is fixedly arranged at the end, close to the grouting inlet, of the outer sleeve steel pipe in a sleeving mode, one end of the spring is fixedly connected with the outer wall of the bearing, and the other end of the spring is fixedly connected with the outer wall of the grouting inlet end of the grouting guide pipe.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a rapid grouting and sealing device for a tunnel lining structure and a use method thereof. Background technique [0002] The statements herein merely provide background information related to the present invention and do not necessarily constitute prior art. [0003] Grouting refers to the method of injecting some curable grout into the cracks or pores of rock and soil foundation with appropriate methods in construction engineering, and improving its physical and mechanical properties by means of replacement, filling, extrusion, etc. In the existing grouting construction, the grouting process is usually completed by a grouting machine. The grouting machine is a kind of equipment driven by a grouting pump or a grouting piston, which is used to pass the grout through the grouting pipeline. Inject into filled area. [0004] The inventors have found that the currentl...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/10E21B33/13
CPCE21D11/105E21B33/13Y02E10/20
Inventor 姜鹏袁霏王建辉李志鹏张连震王洪波闫成伟
Owner ZAOZHUANG UNIV
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