Steel tube arch rib vertical lifting method

A steel pipe arch rib and vertical technology, applied in arch bridges, buildings, bridge construction, etc., can solve the problems of high construction cost, hoisting, and inability to use cables, etc., to achieve less construction investment, clear structural force, and simple and convenient construction process Effect

Active Publication Date: 2010-03-17
CHINA RAILWAY NO 2 ENG GRP CO LTD +1
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For arch bridges with small spans and low heights and beams first and then arches, the bracket method is generally used for construction, but the construction cost of the bracket method is high
Therefore, due to the limitation of site construction conditions and other factors, the traditional cable hoisting and swivel construction t...

Method used

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  • Steel tube arch rib vertical lifting method
  • Steel tube arch rib vertical lifting method
  • Steel tube arch rib vertical lifting method

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Embodiment Construction

[0018] All features disclosed in this specification, or steps in all methods or processes disclosed, may be combined in any manner, except for mutually exclusive features and / or steps.

[0019] Any feature disclosed in this specification (including any appended claims, abstract and drawings), unless expressly stated otherwise, may be replaced by alternative features which are equivalent or serve a similar purpose. That is, unless expressly stated otherwise, each feature is one example only of a series of equivalent or similar features.

[0020] like figure 1 , figure 2 and image 3 As shown, a vertical lifting method of a steel pipe arch rib: firstly, the steel pipe arch is constructed using the "three-segment method", and the steel pipe arch is divided into three hoisting segments: two side sections 1 and a middle section closing section 2; The position of the arch axis on the top surface of the beam body 3 is provided with an assembled tire frame 4, and a lifting tower 5...

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PUM

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Abstract

The invention discloses a steel tube arch rib vertical lifting method, which comprises the following steps: separating the steel tube arch rib into two side sections and middle-section closure sections, taking an arch hinge of a side section arch springing as a rotating point and vertically lifting the two side sections of the steel tube arch rib, adopting a temporary support for respectively stabilizing the two side sections on two lifting towers after reaching a set position; lifting the middle-section closure sections of the steel tube arch rib which is butt-jointed and closed with the twoside sections; the side sections and the middle-section closure sections can be split into two to four pieces of processing sections; the maximum weight of all sections is less than 20 tons; and all the sections can be assembled and welded on the spot before lifting. The steel tube arch rib vertical lifting method has the beneficial effects that the method has little constructional investment, clear structural force, shortcut and convenient construction process, and effectively solves the technical problem that the steel-tube arch is transferred and assembled into in a hoisting section in theconstruction process of a little span, low height and first-beam and post-arch arch bridge and the section of the steel-tube arch is arranged in place.

Description

technical field [0001] The invention relates to a construction technology of a steel pipe arch bridge, in particular to a method for vertically lifting a steel pipe arch rib. Background technique [0002] At present, there are four construction methods for steel pipe arch bridges: support method, cable hoisting method, horizontal rotation method, and vertical rotation method. The vertical rotation method is to erect steel towers at the arch foot pier and beyond to perform cable-stayed buckle-hanging rotation. It is generally used for arch bridges with arch first and girder later. For arch bridges with small spans and low heights and beams first and then arches, the bracket method is generally used for construction, but the construction cost of the bracket method is high. Therefore, due to the limitation of site construction conditions and other factors, the traditional cable hoisting and swivel construction technology cannot be carried out for the steel pipe composite struc...

Claims

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Application Information

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IPC IPC(8): E01D21/00E01D21/08E01D4/00E01D101/30
Inventor 李光荣谢卜均郜小群张存佳张明书伍文会
Owner CHINA RAILWAY NO 2 ENG GRP CO LTD
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