Grouting structure and grouting method for large-diameter high-strength pressure pipelines

A high-strength pressure, large-diameter technology, used in infrastructure engineering, construction, etc., can solve the problems of complex welding process of steel lining sealing, unfavorable construction period, high requirements on ambient temperature and humidity, etc., to shorten the construction period and reduce drying requirements. , the effect of reducing costs

Active Publication Date: 2016-06-08
CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Compared with the traditional engineering experience, concrete backfill grouting, surrounding rock consolidation grouting and steel plate contact grouting need to reserve openings on the steel lining and carry out hole reinforcement. higher requirements, which is unfavorable to the construction period
Therefore, there is no grouting structure and grouting method for large-diameter high-strength pressure pipelines in the prior art that are simple in structure, do not need to reserve openings on the steel lining, are simple to operate, and can effectively save construction time

Method used

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  • Grouting structure and grouting method for large-diameter high-strength pressure pipelines
  • Grouting structure and grouting method for large-diameter high-strength pressure pipelines
  • Grouting structure and grouting method for large-diameter high-strength pressure pipelines

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Embodiment Construction

[0021] The present invention will be further described below in conjunction with accompanying drawing.

[0022] Such as figure 1 , figure 2 and image 3 As shown, in order to solve the above-mentioned technical problems, the large-diameter high-strength pressure pipeline grouting structure adopted in the present invention includes a steel lining 1, a contact grouting pipeline and a backfill grouting pipeline; The contact grouting branch pipe 3 formed by the branching of the grouting main pipe 2, the contact grouting main pipe 2 is arranged on the outer wall of the steel lining 1; the backfilling grouting pipeline includes the backfilling grouting main pipe 6 and the backfilling grouting branch pipe 7 formed by the branching of the backfilling grouting main pipe 6 , the backfill grouting main pipe 6 is arranged on the outer wall of the steel lining 1 . Due to the use of the contact grouting pipeline and the backfill grouting pipeline, the grout is poured to the set position...

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Abstract

The invention relates to a large-diameter high-strength pressure pipeline grouting structure and method, in particular to a large-diameter high-strength pressure pipeline grouting structure and method applied to the field of building construction. The large-diameter high-strength pressure pipeline grouting structure is simple, easy to operate, and capable of effectively shortening the construction period, and open holes do not need to be reserved in a steel liner. The large-diameter high-strength pressure pipeline grouting structure comprises the steel liner, a contact grouting pipeline and a backfill grouting pipeline; the contact grouting pipeline comprises main contact grouting pipes and branch contact grouting pipes branching from the main contact grouting pipes, wherein the branch contact grouting pipes are arranged on the outer wall of the steel liner; the backfill grouting pipeline comprises main backfill grouting pipes and branch backfill grouting pipes branching from the main backfill grouting pipes, wherein the branch backfill grouting pipes are arranged on the outer wall of the steel liner. According to the large-diameter high-strength pressure pipeline grouting structure and method, the complex processes of manufacturing of the steel liner and hole sealing welding are omitted, the high requirement for environment temperature and humidity is greatly lowered, and the construction period is shortened.

Description

technical field [0001] The invention relates to a large-diameter high-strength pressure pipeline grouting structure and a grouting method, in particular to a large-diameter high-strength pressure pipeline grouting structure and a grouting method applied in the field of building construction. Background technique [0002] The new grouting method for high-strength pressure pipelines involved in the present invention refers to water delivery pressure waterways that are suitable for high water head, large flow rate, and large diameter, that is, 10m and above, and require high-strength steel lining, especially in water conservancy and hydropower projects. Pressure piping. The product of water head and diameter of this kind of diversion channel or pipeline is often larger, at 3000mm 2 Above, the tensile strength of the steel lining used is higher than 610MPa. Compared with the traditional engineering experience, concrete backfill grouting, surrounding rock consolidation grouting...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D15/04
CPCE02D15/04
Inventor 邱云杨怀德
Owner CHINA HYDROELECTRIC ENGINEERING CONSULTING GROUP CHENGDU RESEARCH HYDROELECTRIC INVESTIGATION DESIGN AND INSTITUTE
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