A construction method for super long side span straight section of high pier PC bridge with corrugated steel web

A technology of corrugated steel webs and construction methods, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve problems such as low construction efficiency, large material investment, and difficulty in establishing support systems, so as to improve construction efficiency and reduce consumption , the effect of saving manpower

Active Publication Date: 2022-05-24
CHINA CONSTR SEVENTH ENG DIVISION CORP LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] In view of this, the purpose of the present invention is to provide a construction method for the super-long side-span straight section of high pier with corrugated steel web PC bridge, to solve the difficulty in setting up the support system and the material input in the construction of the super-long side-span straight section of high pier in the prior art Large technical problems with low construction efficiency

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  • A construction method for super long side span straight section of high pier PC bridge with corrugated steel web
  • A construction method for super long side span straight section of high pier PC bridge with corrugated steel web
  • A construction method for super long side span straight section of high pier PC bridge with corrugated steel web

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Embodiment Construction

[0025] The present invention is described in further detail below in conjunction with the accompanying drawings and specific embodiments:

[0026] The embodiment of the construction method of the super-long side span straight section of the high pier of the corrugated steel web PC bridge of the present invention:

[0027] The construction method of the straight section of the high pier and the super long side span of the PC bridge with corrugated steel web mainly includes the following steps:

[0028] Step 1: Bracket installation: It mainly includes dividing the straight line section of the side span to be constructed into two construction sections longitudinally, pre-embedding the brackets symmetrically on both sides of the side pier, and preloading the brackets symmetrically. As the support platform for the first construction section;

[0029] Step 2: Cast-in-place construction of the first side span: mainly includes installing the side-span cast-in-place corrugated steel w...

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Abstract

The invention relates to a construction method for the super-long side span straight section of a high pier with corrugated steel web PC bridge. Closing and pouring of the remaining side-span straight section; bracket installation includes dividing the side-span straight section to be constructed into two construction sections longitudinally, pre-embedding the brackets symmetrically on both sides of the side pier and loading preload symmetrically as the first The supporting platform of the construction section; the first section of side span cast-in-place construction includes installation of side span cast-in-place corrugated steel webs and pouring of side span cast-in-place sections of set length; The web is connected with the corrugated steel webs on both sides of the side-span closure to form a side-span corrugated steel web channel, which can support the movement of the hanging basket. Pour the remaining side span straight segments. It effectively solves the problems of labor consumption, consumables and low safety of traditional large brackets and other manufacturing methods.

Description

technical field [0001] The invention belongs to the technical field of bridge engineering, and in particular relates to a construction method for a straight section with a high pier and a super long side span of a PC bridge with corrugated steel webs, which is used for the construction of a straight section with a super long side span of a high pier of a PC bridge with a corrugated steel web. Background technique [0002] PC composite box girder with corrugated steel web is a new type of steel-concrete composite structure formed by using corrugated thin steel plates instead of concrete webs. Concrete web, which can greatly reduce the self-weight of the box girder, reduce the engineering volume of the substructure, and reduce the cost (compared with the prestressed concrete bridge of the same span, the cost can be saved by 10%~20%), so as to realize the light weight of the bridge. At the same time, the corrugated steel web solves the problem of web cracking of traditional pre...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/10
CPCE01D21/10E01D21/105
Inventor 张春然王永坦刘金明张新献吴永斌陈奇颜子一
Owner CHINA CONSTR SEVENTH ENG DIVISION CORP LTD
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