Tunnel widening structure at bridge-tunnel junction

A technology for tunnels and parts, which is applied in the field of tunnel widening structure and bridging construction at bridge-tunnel joints, which can solve problems such as limited space for bridge-tunnel joints, and achieve the effects of ensuring safety and reducing costs

Active Publication Date: 2021-06-11
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to overcome the defects of the prior art, provide a tunnel widening structure and bridging construction method at the junction of the bridge and tunnel, solve the problem of limited space for the junction of the bridge and tunnel, and effectively ensure the safety of the construction and operation of the tunnel door

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  • Tunnel widening structure at bridge-tunnel junction
  • Tunnel widening structure at bridge-tunnel junction
  • Tunnel widening structure at bridge-tunnel junction

Examples

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Embodiment Construction

[0041] Embodiments of the present invention are described below through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific implementation modes, and various modifications or changes can be made to the details in this specification based on different viewpoints and applications without departing from the spirit of the present invention.

[0042] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

[0043] like figure 1 As shown, the bridging construction method of the bridge-tunnel junction of the embodiment of the present invention is shown, which mainly includes the following steps:

[0044] S1: Firstly, excavate the main hole of the tunnel exit by reserving the core soil method of c...

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Abstract

The invention discloses a tunnel widening structure at a bridge-tunnel junction and a bridging construction method, which comprises the following steps: excavating and constructing the main hole of the tunnel exit by means of ring excavation and reserving core soil, so that the width of the tunnel entrance section is larger than that of the tunnel main body section width; abutment construction is carried out in the tunnel exit main hole; after the abutment construction is completed, the abutment back of the abutment is backfilled; a bridge erecting machine is installed on the abutment back; through the abutment The bridge crane carries out the erection of the beams at the tunnel entrance; after the erection of the beams is completed, the secondary lining construction is carried out by molding. The present invention widens the junction of the bridge and tunnel at the exit of the tunnel, and the widened structural section is consistent with the clear width of the construction limit of the emergency parking zone of the tunnel, so as to meet the requirements of the bridge-tunnel junction and double guide girder bridging frame girder construction, and can comprehensively utilize emergency The parking trolley with the second lining formwork is used to construct the lining of the opening to reduce the cost of formwork modification.

Description

technical field [0001] The invention relates to the technical field of bridge-tunnel construction, in particular to a tunnel widening structure at a bridge-tunnel joint and a bridging construction method. Background technique [0002] In the existing tunnel construction structure, some tunnel exits are located on the cliff above the side depression, and the tunnel exit and the bridge are connected by bridge and tunnel. The bridge extends into the tunnel exit. The landform of gullies is characterized by large undulations, and the natural hillsides are in a stable state. The superstructure of the bridge adopts prefabricated T-beams. The tunnel exit is designed according to the building limits of the normal cross-section, which cannot meet the construction requirements of the bridge-tunnel connection and the construction of double-guided girder bridge frame girders. [0003] It can be seen from the above that some existing tunnel openings do not meet the construction requirem...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00E01D19/00E21D9/14E21D11/10
CPCE01D19/00E01D21/00E21D9/14E21D11/10
Inventor 张周昌黄贵梁富张皆科谢炜峰
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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