Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Supporting structure for reconstructing self-anchored suspension bridge and bridge reconstruction method

A self-anchored suspension bridge and supporting structure technology, which is applied in suspension bridges, bridge construction, bridges, etc., can solve the problems of increasing traffic pressure on surrounding roads, self-anchored suspension bridges cannot meet urban development and construction, and achieve the effect of simplifying the construction process

Pending Publication Date: 2022-01-21
SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
View PDF2 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

During the reconstruction of the bridge, the existing traffic had to be interrupted and detoured, which brought a lot of inconvenience to the nearby residents and increased the traffic pressure on the surrounding roads
[0003] However, in actual urban development and construction, some large-scale cross-river bridge widening and reconstruction projects must meet the needs of traffic protection. In this context, the design and construction of self-anchored suspension bridges using traditional techniques cannot meet the needs of urban development and construction.

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Supporting structure for reconstructing self-anchored suspension bridge and bridge reconstruction method
  • Supporting structure for reconstructing self-anchored suspension bridge and bridge reconstruction method
  • Supporting structure for reconstructing self-anchored suspension bridge and bridge reconstruction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0046] Such as image 3 and Figure 4 As shown, it is used to rebuild the supporting structure of the self-anchored suspension bridge; the new bridge is constructed in sections and stages, including independent continuous beam bridges 14 arranged on both sides of the old bridge 12 to be demolished, and the old bridge 12 to be demolished Finally, the middle bridge structure of two independent continuous girder bridges 14 is connected to finally form the new bridge 4 after reconstruction.

[0047] The supporting structure includes temporary support devices that need to be removed after the reconstruction is completed, and permanent support devices that will be used as components of the new bridge after the reconstruction is completed;

[0048] The permanent support device includes a plurality of permanent supports 7, and a beam support system 9;

[0049] The position of each fulcrum corresponding to the main girder of the two independent continuous girder bridges 14, that is, ...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention discloses a supporting structure for reconstructing a self-anchored suspension bridge and a bridge reconstruction method. The newly-built bridge comprises independent continuous beam bridges arranged on the two sides of a to-be-dismantled old bridge and a middle bridge amplitude structure for connecting the two independent continuous beam bridges after the to-be-dismantled old bridge is dismantled. The supporting structure comprises a temporary supporting device needing to be dismantled after reconstruction is completed, and a permanent supporting device serving as a part of a newly-built bridge after reconstruction is completed. The permanent supporting device comprises a plurality of permanent supports and a cross beam supporting system; the temporary supporting device comprises a plurality of temporary supports and corresponding temporary piers. During reconstruction, two independent continuous beam bridges are firstly constructed, then traffic is guided to the independent continuous beam bridge on one side, and the independent continuous beam bridge on the other side serves as a construction channel; and after the middle bridge amplitude structure is installed, the suspenders are tensioned in batches to complete system conversion of the newly-built bridge. On the premise that the traffic requirement is met, the bridge construction project can be smoothly carried out.

Description

technical field [0001] The invention relates to the technical field of bridge rebuilding, in particular to a support structure and a bridge rebuilding method for rebuilding a self-anchored suspension bridge. Background technique [0002] In the prior art, the construction technology of the self-anchored suspension bridge adopts the beam first and then the cable construction, that is, the substructure and the bridge tower are constructed first, then the support is cast-in-place or the stiffening beam is installed, and then the main cable and suspender are installed. into a bridge. When there is a bridge in the current state of the bridge, the traditional craft needs to demolish the existing bridge first, and then build a suspension bridge. During the reconstruction of the bridge, the existing traffic had to be interrupted and detoured, which brought a lot of inconvenience to the nearby residents and increased the traffic pressure on the surrounding roads. [0003] However, ...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Applications(China)
IPC IPC(8): E01D22/00E01D11/02E01D19/00E01D19/04E01D19/14E01D19/02E01D19/16
CPCE01D22/00E01D11/02E01D19/00E01D19/04E01D19/14E01D19/02E01D19/16
Inventor 邓玮琳蔡亮李雪峰沙丽新丁佳元蒋维刚朱鹏志祝金伟董夏鑫
Owner SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products