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Mounting method of three-span continuous steel bridge

An installation method and technology for steel bridges, applied in bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of not allowing piling construction, large hoisting radius, and increased safety risks, so as to reduce high-altitude welding operations and reduce transportation costs , the effect of reducing risk

Active Publication Date: 2016-11-23
JIANGSU HUNING STEEL MECHANISM
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The scenic river is relatively narrow, and piling ships cannot enter, and piling construction is not allowed in the scenic river
Therefore, the steel bridge installation can only be considered to be hoisted on both sides of the river, and the hoisting radius is large
[0004] (2) The steel bridge is a long-span truss structure with various forms. The cross-section of the steel bridge body is relatively large, so it cannot be transported to the site by road after being processed in the factory
[0005] (3) The traditional high-altitude bulk and high-altitude welding are inefficient, and it is difficult to ensure the installation accuracy of the steel bridge. At the same time, during the installation process, the steel bridge components are frequently hoisted, which increases the safety risk

Method used

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  • Mounting method of three-span continuous steel bridge

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Embodiment 1

[0027] The invention relates to a method for installing a three-span continuous steel bridge, comprising the following steps:

[0028] 1. Reasonably divide the steel bridge into sections, plan and arrange the crane travel route and the crane station location.

[0029] For ease of installation, the steel bridge is divided into several segments. After the overall modeling of the steel bridge, the main steel structure of the steel bridge is initially divided into sections according to the installation plan, combined with the position of the temporary support and the rated weight capacity of the crane and lifting machinery. Calculate and analyze the hoisting radius of the crane according to the position of the center of gravity of the initially divided segment, and adjust it at any time to meet the hoisting requirements, and determine the final hoisting segment position.

[0030] 2. Arrange temporary support

[0031] The installation of the steel bridge is hoisted in sections. B...

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Abstract

The invention relates to a mounting method of a three-span continuous steel bridge. The mounting method comprises the following steps of: (1) reasonably dividing the steel bridge in segments, and planning and arranging a crane walking route and crane stations; (2) arranging temporary supports; (3) mounting two-shore steel bridge supporting seat embedded elements and two-shore steel column pre-embedded segments; (4) mounting two-shore steel columns and steel beams between the steel columns; (5) assembling steel bridge segments on the ground; (6) mounting two-shore steel bridge segments, and performing welding and fixing; (7) mounting river-crossing steel bridge segments on a river way, and performing welding and fixing. According to the mounting method disclosed by the invention, the steel bridge is divided into a plurality of segments, and before the segments are hoisted, parts and components are assembled into the segments on the ground; and therefore, the problems that hoisting is difficult, and the steel bridge cannot be transported on a road are solved, aloft welding operations are reduced, the efficiency is greatly improved, and the risk is reduced.

Description

technical field [0001] The invention relates to an installation method of a three-span continuous steel bridge. Background technique [0002] In addition to crossing the river, the three-span continuous steel bridge also crosses the roads on both sides of the river, and it needs to cross the road and cross the river during installation. In the installation of this long-span bridge, there are mainly the following problems: [0003] (1) The steel bridge is surrounded by rivers, highways, landscape greening, etc. Except for the scope of temporary land acquisition, the rest shall not be damaged. The scenic river is relatively narrow, and piling ships cannot enter, and piling construction is not allowed in the scenic river. Therefore, the steel bridge installation can only be considered to be hoisted on both sides of the river, and the hoisting radius is large. [0004] (2) The steel bridge is a long-span truss structure with various forms, and the cross-section of the steel b...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
Inventor 唐香君蔡蕾杨建明巫明杰孙珍杰
Owner JIANGSU HUNING STEEL MECHANISM
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