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Construction method for underneath passing of road section with heavy traffic pressure

A construction method and pressure technology, applied in the direction of roads, roads, tunnels, etc., can solve problems affecting traffic, etc., and achieve the effects of shortening the construction period, reducing impact, and reducing costs

Inactive Publication Date: 2021-01-08
CHINA FIRST METALLURGICAL GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

It not only affects traffic, but also has relatively serious hidden dangers in many aspects

Method used

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  • Construction method for underneath passing of road section with heavy traffic pressure
  • Construction method for underneath passing of road section with heavy traffic pressure
  • Construction method for underneath passing of road section with heavy traffic pressure

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Embodiment Construction

[0023] The embodiment of the present invention will be described in detail below in conjunction with the accompanying drawings. This embodiment is implemented on the premise of the technical solution of the present invention, and detailed implementation methods and specific operating procedures are provided, but the protection scope of the present invention is not limited to the following the embodiment.

[0024] The technical solution of the present invention is: a construction method for underpassing a road section under heavy traffic pressure, comprising the following steps:

[0025] S1. Set pile type ground anchor as pile foundation;

[0026] S2. Install prestressed concrete portals at both ends of the subgrade, and drill holes along the direction of the portals at equal distances on the subgrade to generate reserved grouting holes 11. Both the subgrade and the portals are set on pile-type ground anchors, and the portals The bottom is connected with the pile anchor;

[0...

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Abstract

The invention discloses a construction method for an underneath pass road in a road section with heavy traffic pressure, which comprises the following steps of: arranging a pile type ground anchor asa pile foundation; fixedly installing prestressed concrete tunnel gates at the two ends of the roadbed, holes are drilled in the roadbed side by side in the direction of the tunnel gates at equal intervals to generate reserved mud jacking holes, the roadbed and the tunnel gates are arranged on pile type ground anchors, and the bottoms of the tunnel gates are connected with the pile type ground anchors; steel pipes are arranged in the roadbed and comprise a top steel pipe and two side steel pipes, and reinforcing steel bars are arranged in the steel pipes; and grouting construction is conductedbetween the top steel pipes, between the top steel pipes and the soil body and in the top steel pipes. The method has the advantages of simple and advanced technology, reliable and stable safety, small influence degree on original road traffic, convenience in main body structure construction and the like.

Description

technical field [0001] The invention relates to the field of urban road engineering, in particular to a construction method for underpassing roads in road sections with heavy traffic pressure. Background technique [0002] Today's social economy is developing rapidly, and various infrastructures are being constructed at a rapid pace. They provide public services for social production and residents' lives, and are public service systems used to ensure the normal progress of social and economic activities in a country or region. They are the basis for the development of various undertakings of the national economy, and perfect infrastructure plays a huge role in accelerating social and economic activities and promoting the evolution of their spatial distribution. Urban municipal infrastructure is an important guarantee for the construction of urban material civilization and spiritual civilization. It is the foundation of urban development and a key facility for continuously en...

Claims

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Application Information

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IPC IPC(8): E01C1/04E02D27/14E02D27/48E21D9/14
CPCE01C1/04E02D27/14E02D27/48E21D9/14
Inventor 刘永超刘坤桂立群李云龙
Owner CHINA FIRST METALLURGICAL GROUP
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