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Bridge thin-wall hollow pier column construction method

A thin-walled hollow pier and construction method technology, applied in the direction of bridges, bridge parts, bridge materials, etc., can solve the problems of low construction efficiency, troublesome formwork installation and removal, low safety, etc., and achieve concrete quality assurance and construction speed Fast and safe effect

Inactive Publication Date: 2021-04-16
江苏玖沐精工装备科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The technical problem to be solved by the present invention is to provide a construction method for thin-walled hollow piers and columns of bridges, which can solve the problems of unstable climbing, unstable formwork structure, easy deformation during concrete pouring, many consumables, and relatively low input costs in the prior art. Large size, troublesome installation and removal of formwork, low construction efficiency and low safety

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  • Bridge thin-wall hollow pier column construction method
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Embodiment Construction

[0038] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. The following examples can enable those skilled in the art to understand the present invention more comprehensively, but the present invention is not limited to the scope of the described examples.

[0039] This specific implementation mode takes Hutou Bridge as an example for specific description. The center pile number of the left bridge of Hutou Bridge is K24+501.0, the bridge span is 9*30+60+110+60+5*30, and the PC continuous steel structure T is adopted. Beam, special-shaped beam, single-line (section) bridge length is 657m; the center pile number of the right bridge is +K24+520.75, bridge span is 7*30+53+90*2+53+5*30, single-line (section) bridge length 657.5m, using PC continuous steel T-beams and special-shaped beams, the bridge widt...

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Abstract

The invention discloses a bridge thin-wall hollow pier stud construction method, which relates to the technical field of bridge pier stud construction, and comprises the following steps: construction preparation, pier stud bottom pouring, and installation of a turning and sliding combination system, and the turning and sliding combination system comprises a template system, an operation platform, a lifting system, a construction precision control system and a water and electricity matching system. And the truss is lifted, the formwork structure is in place, the formwork structure is dismounted, in-place pouring is conducted on the formwork structure again, the next cycle is conducted upwards in sequence, and continuous pouring is conducted till pouring of the pier column is completed. The method has the advantages that the characteristics and advantages of all construction methods are integrated on the basis of an existing construction method, the construction method combining overturning and sliding is adopted and improved, an overturning and sliding combination system comprises a formwork system, an operation platform, a lifting system, a construction precision control system and a water and electricity matching system, the defects of formwork sliding and overturning construction are overcome. And the purposes of high construction speed, high safety, guaranteed concrete quality and less investment are achieved.

Description

technical field [0001] The invention relates to the technical field of bridge pier column construction, in particular to a construction method for bridge thin-walled hollow pier column. Background technique [0002] In the landform area between hills and inter-mountain valleys, the terrain fluctuates greatly. When the bridge is built in the landform area between hills and inter-mountain valleys, the lower part of the bridge is usually designed to be higher, and the piers are generally designed as thin-walled hollow piers when they exceed 40 meters. The positioning control of pier column construction is difficult. For high bridge piers, the height of the pier, high center of gravity, high flexibility of the pier body, and high requirements for construction accuracy are its remarkable features. The construction quality of the pier is very high, and if the construction joints of the high pier are not handled properly, it will become the weak point of the pier body. [0003] In...

Claims

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Application Information

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IPC IPC(8): E01D21/10E01D19/02E01D101/26
Inventor 刘亮亮付伦鹏程栋冒亚颖王忠华黄明程鹏
Owner 江苏玖沐精工装备科技有限公司
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