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Construction technology of deck crane for hoisting entire segment of composite girder of cable-stayed bridge based on eccentric load lateral movement

A construction technique and technology of laminated beams, applied to bridges, bridge construction, erection/assembly of bridges, etc., can solve problems such as poor economic benefits, high cost, and heavy equipment assembly workload, and achieve the effect of improving versatility

Active Publication Date: 2019-05-10
CCCC SHEC FIRST HIGHWAY ENG +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0010] Its disadvantages: many high-altitude operations in construction, difficult quality and safety control, and poor economic benefits
[0016] Disadvantages: large workload of temporary equipment assembly, high cost and poor economic benefit

Method used

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  • Construction technology of deck crane for hoisting entire segment of composite girder of cable-stayed bridge based on eccentric load lateral movement
  • Construction technology of deck crane for hoisting entire segment of composite girder of cable-stayed bridge based on eccentric load lateral movement
  • Construction technology of deck crane for hoisting entire segment of composite girder of cable-stayed bridge based on eccentric load lateral movement

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Embodiment Construction

[0058] The implementation of the present invention will be described in detail below in conjunction with the accompanying drawings, but they do not constitute a limitation to the present invention, and are only examples. At the same time, the advantages of the present invention will become clearer and easier to understand through the description.

[0059]Referring to the accompanying drawings, it can be seen that the construction process of the bridge deck crane for hoisting the entire segment of the composite beam of the cable-stayed bridge based on the partial load lateral movement is characterized in that it includes the tower area 3, the bridge deck of the assembled beam section in the tower area 1, The whole section bridge deck crane 2 and the section beam 4, the bridge deck 1 of the assembled beam section in the tower area is located at the lower part of the tower area 3, and the bridge deck of the assembled beam section 1 in the tower area is provided with a beam transpo...

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Abstract

The present invention discloses a construction process of a bridge crane crane crane crane cranium with a partially shifted beam of the stacked beams, including the following steps: the tower area has assembled the beam bridge deck as the assembly platform, and through the starting upThe promotion equipment is assembled in turn, the front, the legs, the longitudinal beams, the beams, and the cars; the section beams, section beams, and second cable cable brackets are assembled to be assembled on the bridge placenta.Section beams; fix the section beams and the beams of the beams; transport the section beams to the entire section of the bridge deck through the beams;At the center of the beams of the beam beams; the entire section bridge crane drives the vertical movement of the section beam to the rotation station;After the whole section of the bridge cranes, the whole section of the bridge is positive; until the work is completed.The present invention ensures the safety and quality of construction, which can improve the efficiency of construction and reduce construction costs.

Description

technical field [0001] The invention relates to a construction technology of a bridge deck crane, more specifically a construction technology of a bridge deck crane for hoisting the entire segment of a composite girder of a cable-stayed bridge based on eccentric load lateral movement. Background technique [0002] The traditional cable-stayed bridge composite girder installation process is as follows: [0003] 1. The full-slewing bridge deck crane is suitable for the installation process of composite beam steel beam parts. The installation steps are as follows: [0004] Step 1: Transport the steel girder components to the working area of ​​the main tower hoisting station; [0005] Step 2 Use the lifting station to lift the components to the bridge deck beam transportation equipment, and transfer them to the operating range of the slewing crane; [0006] Step 3 Use the slewing crane to install the main girder, cross girder and small longitudinal girder on the side of the co...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/10E01D21/08
CPCE01D21/08E01D21/105
Inventor 朱晓明纪登贵郭欣陈先华谢福勇纵坤付学军
Owner CCCC SHEC FIRST HIGHWAY ENG
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