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Super-huge 0 # block cast-in-place box girder bracket structure and mounting method thereof

A bracket structure, super-large technology, applied in bridges, bridge construction, bridge materials, etc., can solve the problems of large local force, easy errors in construction and installation accuracy, poor stability, etc., to resist wind load and improve turnover utilization. Good rate and tensile properties

Pending Publication Date: 2022-06-24
NANTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In view of the above-mentioned problems such as excessive local force at the joints of the traditional bracket structure, poor stability, and errors in construction and installation accuracy, this application provides a super large 0# block cast-in-place box girder bracket structure and its installation method

Method used

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  • Super-huge 0 # block cast-in-place box girder bracket structure and mounting method thereof
  • Super-huge 0 # block cast-in-place box girder bracket structure and mounting method thereof
  • Super-huge 0 # block cast-in-place box girder bracket structure and mounting method thereof

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Embodiment Construction

[0042] The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings, so that those skilled in the art can better understand the advantages and features of the present invention, and thus make the protection scope of the present invention clearer definition. The described embodiments of the present invention are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other implementations obtained by those of ordinary skill in the art without creative work For example, all belong to the protection scope of the present invention.

[0043] refer to Figure 1-9 , an installation method of an extra-large 0# cast-in-place box girder bracket structure, the specific steps are as follows:

[0044] Step 1. Pretreatment of the bracket foundation: Rolling and compacting the foundation of the bracket con...

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Abstract

The invention relates to the technical field of road and bridge construction, in particular to a super-huge 0 # block cast-in-place box girder bracket structure and a mounting method thereof. 2, pier body embedded parts are installed; 3, the brackets are assembled according to the assembling sequence; 4, the steel cable is tensioned; 5, a formwork is installed; step 6, carrying out bracket prepressing detection; step 7, 0 # box girder construction; compared with a traditional triangular bracket, the bridge bracket structure does not affect the navigation and passing requirements of the lower portion of a bridge span; the structure is more stable, the wind load can be resisted, the construction safety risk is reduced while the structure safety is guaranteed, and the device can well adapt to the construction of various large 0 # block cast-in-place box girders and is safe, reliable and convenient to construct. When the bracket is installed, a large number of tailor-welding procedures are not needed, the assembly efficiency is high, rapid installation and disassembly can be achieved, the overall construction period can be effectively shortened, the turnover utilization rate of materials is increased, and the bracket has wide application and popularization value.

Description

technical field [0001] The invention relates to the technical field of road and bridge construction, in particular to an extra-large 0# block cast-in-place box girder bracket structure and an installation method thereof. Background technique [0002] As the scale of road and bridge construction increases, large-scale continuous bridge construction projects are also more common. Compared with ordinary bridge engineering construction, the construction of large continuous bridges is more difficult, more complex, and more strict in technical requirements. Because the cast-in-place box girder 0# block is heavy and has poor safety, its construction technology is difficult, it is inconvenient to apply large-scale machinery, and it is also easily affected by factors such as climate and geological conditions. Therefore, the construction of the cast-in-place box beam block 0# is guaranteed. Quality is a very critical aspect. [0003] At present, the construction method of block 0# o...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D2/04E01D101/28
CPCE01D21/00E01D2/04E01D2101/28
Inventor 徐勋倩顾钰雯陈达楷邢忠峰季海萍万国智李玉
Owner NANTONG UNIVERSITY
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