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Quick construction method for No. 0 section of prestressed concrete beam type bridge

A technology of concrete beams and construction methods, which is applied to bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of long construction period and many high-altitude operations, and achieve the effects of high labor efficiency, shortened operation time, and improved labor efficiency

Inactive Publication Date: 2011-12-07
山西天昇测绘检测工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In order to solve the problems of long construction period and many high-altitude operations during the construction of the No. 0 section of the prestressed concrete beam bridge, the present invention provides a rapid construction method for the No. 0 section of the prestressed concrete beam bridge, which changes the conventional sequential operation method into parallel operation. It provides the technological process of the entire construction process, such as the binding of the steel skeleton, hoisting in place, and concrete pouring.

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  • Quick construction method for No. 0 section of prestressed concrete beam type bridge
  • Quick construction method for No. 0 section of prestressed concrete beam type bridge
  • Quick construction method for No. 0 section of prestressed concrete beam type bridge

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Embodiment Construction

[0020] The specific embodiments of the present invention will be further described with reference to the drawings.

[0021] The rapid construction method of section 0 of prestressed concrete beam bridge, the installation of the bracket or bracket of section 0 and the bottom form (or side form) and the production of steel skeleton are parallel operations. The core content of the method is that the bracket installation is parallel to the steel skeleton For the operation, the steel frame is made and shaped in the steel bar, and then transported and hoisted to the top of the bridge support, and then concrete pouring and other constructions are carried out.

[0022] Take the construction process of the main girder of section 0 with a length of 10m on the top of a bridge pier as an example:

[0023] (1) Reserve the work space for steel skeleton production in the existing steel bar processing plant adjacent to the bridge location, ensure that there is enough processing and storage space, an...

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Abstract

The invention belongs to the technical field of prestressed concrete continuous beam and continuous rigid frame bridge construction in bridge engineering, and particularly relates to a quick construction method for a No. 0 section of a prestressed concrete beam type bridge, which solves the problems of long working period and more high-altitude operating processes of the conventional constructionmethod. The method comprises the following steps of: performing an assembly process of a No. 0 section bracket system and a template system at the bridge position and a manufacturing process of a steel bar framework in parallel, wherein the manufacturing process of the steel bar framework is finished on the ground; after the No. 0 section bracket system at the bridge position and a bottom die areassembled, transporting the formed steel bar framework to the bridge position, and placing the steel bar framework on the bottom die through a lifting device; assembling a side die, an inner die and an end die; pouring and curing concrete; and releasing the dies. The method has the advantages of short operating time, high professionalized degree and high labor efficiency.

Description

Technical field [0001] The invention belongs to the technical field of the construction of prestressed concrete continuous beams and continuous rigid frame bridges in bridge engineering, and specifically relates to a rapid construction method for section 0 of a prestressed concrete beam bridge. Background technique [0002] For prestressed concrete continuous beam and continuous rigid frame bridge No. 0 section, the bridge site cast-in-place construction is currently adopted. The specific method is: erecting brackets or brackets at the bridge site → installing formwork system → binding steel bars and installing pre-stressed pipes in the formwork of the brackets or brackets → pouring and curing the concrete. The disadvantages of this method are: there is only one working face, each process must be constructed in sequence, and the total construction period is long; all are high-altitude operations, and the construction quality control is difficult. Therefore, it is necessary to op...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00
Inventor 张宇宁胡国伟
Owner 山西天昇测绘检测工程有限公司
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