Active fault zone ballast track railroad bridge structure, construction method and repairing method

A technology of bridge structure and construction method, applied in bridge maintenance, bridge, bridge construction and other directions, can solve the problems of weak resistance to continuous deformation, high engineering investment, poor seismic performance, etc., to achieve good resistance to continuous deformation and reduce engineering investment. , Good shock resistance

Pending Publication Date: 2020-06-05
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a bridge structure and a construction method for a bridge structure with a ballast track in an active fault zone in view of the existing problems in the prior art that the bridge structure in the active fault zone has poor seismic performance, weaker resistance to continuous deformation and high engineering investment and the fix

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  • Active fault zone ballast track railroad bridge structure, construction method and repairing method
  • Active fault zone ballast track railroad bridge structure, construction method and repairing method
  • Active fault zone ballast track railroad bridge structure, construction method and repairing method

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Embodiment

[0036] Such as Figure 1-3 As shown, the present embodiment provides a railway bridge structure with ballast track with active fracture, including a flexible foundation 1 , a bridge girder body 2 and fixed ropes 3 .

[0037] The number of flexible foundations 1 is two, and the two flexible foundations 1 are arranged at intervals on the foundation of the active fault zone. The flexible foundation 1 can adopt a gabion cage retaining wall structure or a reinforced soil retaining wall structure, and the width of the flexible foundation 1 is larger than that of the bridge beam. The width of body 2.

[0038] The bridge girder 2 includes multiple beam units arranged longitudinally along the bridge, and the following two adjacent beam units are used as an example to illustrate:

[0039] The two adjacent beam units on the bridge girder 2 are beam unit 1 21 and beam unit 2 22 respectively, and the adjacent ends of beam unit 1 21 and beam unit 2 22 are arranged on the same flexible foun...

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PUM

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Abstract

The invention discloses an active fault zone ballast track railroad bridge structure, a construction method and a repairing method. The structure comprises flexible foundations, a bridge body and a fixing rope, the flexible foundations are arranged on the active fault zone foundation at intervals; the bridge body comprises a first beam body unit and a second beam body unit. The adjacent end partsof the first beam body unit and the second beam body unit are positioned at the top of the flexible foundation; a preformed hole is formed in the lower part of the bridge body; the fixing ropes penetrate through the preformed holes to be fixedly connected with the flexible foundation; the flexible foundations are good in earthquake resistance and has good economy, a bridge beam body with a fixingrope is arranged on a flexible foundation of an active fault zone foundation; when an earthquake occurs or the foundation of the active fault zone generates large creep deformation, the bridge beam body does not slide off, stress concentration damage between structures is avoided, the better anti-seismic property and continuous deformation resistance are achieved, meanwhile, after vertical deformation and plane deformation are too large, the bridge beam body can be rapidly adjusted and repaired, and engineering investment is reduced.

Description

technical field [0001] The invention relates to the field of railway engineering, in particular to a bridge structure, a construction method and a repairing method of a railway bridge with a ballast track on an active fracture. Background technique [0002] A large number of active fault zones are distributed in seismically active areas. Active fault zones are places where stress is easy to accumulate and are hotbeds for earthquakes. Large earthquakes often occur. When no earthquakes occur, the fault zone strata usually undergo creep deformation. Therefore, the active fault zone has a great influence on the engineering structure. The general building structure should be far away from the fault zone not less than 200m. Railway engineering is a belt-shaped project. With the continuous advancement of western construction, it is difficult to completely avoid active section zones in railway construction. For example, the proposed Sichuan-Tibet railway project must pass through m...

Claims

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Application Information

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IPC IPC(8): E01D1/00E02D31/08E01D21/00E01D22/00
CPCE01D1/00E01D21/00E01D22/00E02D31/08
Inventor 姚裕春张耀程云刘洋高继涛
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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