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

A technology of concrete beams and construction methods, which is applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of high-altitude operations with many procedures and long construction periods, and achieve the effects of shortening operation time, high labor efficiency, and improving labor efficiency

Active Publication Date: 2011-01-26
山西天昇测绘检测工程有限公司
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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 embodiment of the present invention will be further described in conjunction with the accompanying drawings.

[0021] The rapid construction method of No. 0 section of prestressed concrete girder bridge, the installation of brackets or brackets and bottom formwork (including side formwork) of No. 0 section and the production of steel skeleton are parallel operations. The core content of this method is that the bracket installation is parallel to the steel skeleton During the operation, the steel bar skeleton is made and formed in the steel bar yard, and then transported and hoisted to the top of the bridge support, and then the concrete pouring and other constructions are carried out.

[0022] Take the construction process of the 10m-long No. 0 main girder on the pier top of a certain bridge as an example:

[0023] (1) Reserve the work space for steel frame production in the existing steel bar processing yard adjacent to the bridge site, ensure enough proce...

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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 construction method. 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 are assembled, 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 construction of prestressed concrete continuous beams and continuous rigid frame bridges in bridge engineering, and in particular relates to a rapid construction method for No. 0 section of a prestressed concrete beam type bridge. Background technique [0002] For the prestressed concrete continuous beam and the No. 0 section of the continuous rigid frame bridge, the bridge position is currently cast in place. The specific method is: set up a bracket or a bracket at the bridge position → install a formwork system → bind steel bars and install prestressed pipes in the formwork of the bracket or bracket → perform concrete pouring and maintenance. 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 work at high altitudes makes it difficult to control the construction quality. Therefore, it is neces...

Claims

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Application Information

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Patent Type & Authority Applications(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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