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Integrated construction method of cast-in-place box beam inclined web formwork

A construction method and inclined web technology, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of time-consuming and labor-intensive construction methods and numerous support procedures, so as to save construction costs, save construction procedures, and ensure The effect of support stiffness and strength

Inactive Publication Date: 2019-03-29
THE SECOND CONSTR OF CTCE GROUP +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The traditional steel pipe support has many procedures and is time-consuming and labor-intensive, which also brings a lot of troubles to the construction party.

Method used

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  • Integrated construction method of cast-in-place box beam inclined web formwork

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Embodiment Construction

[0017] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0018] An integrated construction method for cast-in-place box girder oblique web formwork, which specifically includes the following steps:

[0019] (1) First set up the cast-in-place box girder pan buckle support, then adjust the horizontal I-beam elevation of the bottom plate, then carry out the sideline setting out of the box girder bottom plate, and finally determine the installation position of the inclined web support frame on the horizontal I-beam of th...

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Abstract

The invention discloses an integrated construction method of a cast-in-place box beam inclined web formwork. The method includes the steps that firstly, the installation of a cast-in-place box beam ring lock support and bottom plate transverse I-steel is carried out; then, a plurality of inclined web supporting frames are installed on the corresponding bottom plate transverse I-steel respectively,and after the installation is completed, the length of adjustable supporting beams of the inclined web supporting frames is adjusted to ensure that the included angle between an inclined web and a bottom plate meets the installation drawing requirements of the inclined web; finally, the installation of the inclined web formwork is carried out, and acceptance inspection is carried out. According to the method, the inclined web supporting frames are adopted for supporting and positioning the inclined web formwork to ensure that the installation of the inclined web meets the drawing requirements, fixed supporting beams of the inclined web supporting frames are used for supporting an inclined web form and a chamfered arc form, and thus the supporting rigidity and strength are guranateed. Theconstruction method of the cast-in-place box beam inclined web formwork is simple, the installation is fast, the construction process is greatly simplified, and the construction cost is greatly reduced.

Description

technical field [0001] The invention relates to the construction field of cast-in-place box girders, in particular to an integrated construction method for oblique web formwork of cast-in-place box girders. Background technique [0002] With the continuous emergence of urban traffic congestion, urban viaducts are becoming more and more popular. After decades of development, the construction technology of cast-in-place box girders for viaducts is becoming more and more mature. How to efficiently and safely complete the construction of cast-in-place box girders, and to be widely recognized by owners, supervisors, and industry experts, has always been the long-cherished wish of bridge engineers. The cross-sectional form of the cast-in-place box girder bottom plate and side plate, side plate and wing plate is generally rounded or directly chamfered. The traditional wing and side panels usually use pre-bent steel pipes and put them on the bracket top bracket for temporary suppor...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D2/04
CPCE01D2/04E01D21/00
Inventor 陈建军梁桥裴培郭恒赵清源袁鹏逯锦伟苏柯李晓柯胡新阳刘宁孙启富谢小龙
Owner THE SECOND CONSTR OF CTCE GROUP
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