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Temporary connecting structure for steel pipe arch ring sections

A temporary connection and arch ring technology, applied in the field of construction engineering, can solve the problems of many flange bolts, difficult alignment, and incompact concrete injection in the pipe, so as to ensure compactness, reduce construction risks, and facilitate alignment and installation. effect of operation

Pending Publication Date: 2020-06-26
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a temporary connection structure for steel pipe arch ring segments in view of the problems in the prior art that there are too many bolts in the traditional flange, difficult alignment and insufficient concrete injection in the pipe

Method used

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  • Temporary connecting structure for steel pipe arch ring sections
  • Temporary connecting structure for steel pipe arch ring sections
  • Temporary connecting structure for steel pipe arch ring sections

Examples

Experimental program
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Effect test

Embodiment 1

[0023] Such as Figure 3-Figure 4 As shown, a steel pipe arch ring segment temporary connection structure 3 includes a corbel 31 and an ear plate 32, the ear plate 32 and the corbel 31 are both steel plates, and the adjacent two arch ring segments The lug plates 32 are connected by bolts 4 .

[0024] Four ear plates 32 are arranged symmetrically along the circumference of the arch ring segment (the first segment 1 and the second segment 2), and each ear plate 32 is welded to the outer wall of the steel pipe of the arch ring segment , between each lug plate 32 and the outer wall of the steel pipe, there are three corbels 31 connected by welding. Each ear plate 32 is provided with two bolt holes, and the first section 1 and the second section 2 are temporarily connected by bolts 4 .

[0025] The present invention only needs to arrange 8 bolts 4 (reduced by 50% compared with the flange plate connection), which reduces the installation workload of the bolts 4 and facilitates the...

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PUM

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Abstract

The invention discloses a temporary connecting structure for steel pipe arch ring sections. The temporary connecting structure comprises a plurality of lug plates located outside the arch ring sections, all the lug plates are arranged at intervals in the circumferential direction of the arch ring sections, the lug plates are fixedly connected with the outer walls of the steel pipes of the arch ring sections, a plurality of brackets are further connected between the lug plates and the outer walls of the steel pipes, and the lug plates of every two adjacent arch ring sections are connected through bolts. The lug plates and the brackets are arranged on the outer walls of the steel pipes of the arch ring sections, so the internal structures of the steel pipes are not affected, flowing of concrete is not affected at all when the concrete in the pipes is pressed and injected, and the compactness of the concrete in the pipes is guaranteed; all the lug plates are arranged at intervals in the circumferential direction of the arch ring sections, the installation workload of connecting bolts is reduced, and the lug plates are arranged outside the steel pipe, so alignment installation operation is more convenient, the aerial work time is shortened, and the construction risk is reduced; and after permanent weld joint welding of the arch ring sections is completed, the temporary connecting structure can be directly cut off, steel can be recycled, and energy conservation and environmental protection are better facilitated.

Description

technical field [0001] The invention relates to the technical field of construction engineering, in particular to a temporary connection structure of steel pipe arch ring segments. Background technique [0002] The steel pipe truss structure of the traditional steel pipe concrete arch bridge (or steel pipe concrete stiff skeleton) is usually constructed by cable hoisting, cable-stayed buckle-hanging method, and the steel pipe truss segments are hoisted symmetrically on both sides. After each segment is hoisted in place, it is used as a temporary Connection, after the temporary connection is in place, install the buckle and anchor cable, and then weld the permanent welds between the segments to complete the segment installation. For example, if Figure 1-Figure 2 As shown, the first segment 1 and the second segment 2 are connected through a temporary connection structure 3 (flange plate), the flange plate is provided with a corbel 31, and the flange plates of the two segments...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D4/00E01D19/00
CPCE01D4/00E01D19/00
Inventor 任伟陈克坚胡玉珠何庭国徐勇陈列游励晖胡京涛谢海清黄毅韩国庆杨国静赵天翔
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD