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Main channel bridge steel truss girder whole section splicing process

A main channel and steel truss girder technology, applied in the field of steel truss girder, can solve the problems of low assembly efficiency and poor assembly accuracy, and achieve the effect of improving the overall assembly efficiency and ensuring assembly accuracy.

Pending Publication Date: 2022-07-29
中铁山桥(南通)有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is to provide a process for assembling the entire segment of the steel truss girder of the main channel bridge, which can solve the problems of poor assembly accuracy and low assembly efficiency of the entire segment of the steel truss girder of the general main channel bridge

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  • Main channel bridge steel truss girder whole section splicing process
  • Main channel bridge steel truss girder whole section splicing process
  • Main channel bridge steel truss girder whole section splicing process

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Embodiment Construction

[0020] In order to make the purposes, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments These are some embodiments of the present invention, but not all embodiments. The components of the embodiments of the invention generally described and illustrated in the drawings herein may be arranged and designed in a variety of different configurations.

[0021] Thus, the following detailed description of the embodiments of the invention provided in the accompanying drawings is not intended to limit the scope of the invention as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary ski...

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Abstract

The invention relates to a whole-section splicing process for a steel truss girder of a main channel bridge. The whole-section splicing process is characterized by comprising the following specific splicing processes: S1, splicing truss pieces; s2, assembling an upper-layer highway steel bridge deck slab; s3, splicing a lower-layer railway steel box bridge deck slab; s4, the whole sections are spliced; a continuous splicing mode is adopted, the truss pieces, the upper-layer bridge deck and the lower-layer bridge deck are independently installed in a multi-wheel mode, and a section is reserved on the basis of splicing of the previous wheel to serve as a mother section of the next wheel to participate in installation, so that smooth connection between every two adjacent structures can be guaranteed, and the installation precision is guaranteed; the lower-layer bridge floor, the truss pieces and the upper-layer bridge floor are sequentially assembled, and then the last one is disassembled, loaded and assembled on site, so that the overall assembling efficiency of the large steel truss girder section is improved, and the assembling precision is ensured.

Description

technical field [0001] The invention relates to the field of steel truss girder, in particular to a whole segment assembling process of a steel truss girder of a main channel bridge. Background technique [0002] With the rapid development of society and economy, the pressure of land transportation is becoming more and more prominent. In order to solve this pressure, it is imperative to build a large number of railways, highways and other projects. The use of bridges tends to be inevitable, and people are also designing the structures of bridges with different distances. [0003] At present, some steel trusses are in the form of upper and lower layers, the sides of the upper and lower decks are connected by trusses, and the upper deck and the lower deck are laid with bridge deck units on T-shaped beams. Since each part is manufactured separately in the manufacturing process, when assembling at the site, due to the bolt connection, high precision is required, so it is essent...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/06E01D6/00E01D19/12E01D2/04E01D101/34
CPCE01D21/06E01D6/00E01D19/125E01D2/04E01D2101/34
Inventor 李维强赵泽华关勇张大伟刘硕申靖宇许猛单理任小霞张旭吴元石娄猛
Owner 中铁山桥(南通)有限公司