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High-pier cable-stayed bridge zero-number block non-bracket construction method and structure in construction process

A high-pier cable-stayed bridge and construction method technology, applied in the direction of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems of difficulty in construction of No. Wide range of effects

Active Publication Date: 2014-06-04
CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Aiming at the defects existing in the prior art, the object of the present invention is to provide a construction method and a structure in the construction of No. 0 block of a high-pier cable-stayed bridge without support, which reduces the construction cost and construction requirements, and solves the problem of high distance from the ground. , The problem that block No. 0 with super long sections is difficult to construct

Method used

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  • High-pier cable-stayed bridge zero-number block non-bracket construction method and structure in construction process
  • High-pier cable-stayed bridge zero-number block non-bracket construction method and structure in construction process
  • High-pier cable-stayed bridge zero-number block non-bracket construction method and structure in construction process

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Embodiment Construction

[0027] Embodiments of the present invention will be described in further detail below in conjunction with the accompanying drawings.

[0028] like figure 1 and figure 2 As shown, a construction method of the No. 0 block of a high pier without a support in the present invention divides the super-long No. 0 block into a plurality of sub-sections for pouring, and pours one sub-section each time, specifically including the following construction steps:

[0029] S1. Divide No. 0 block into a plurality of sub-sections 3 to be poured, lay two pad beams 9 on the main tower beam 1 that has been poured, and erect a load-bearing beam 4 on the pad beams 9, the two pad beams 9. Lay in parallel along the cross bridge direction to support the load-bearing beam 4; install a rear anchor system 5 above the pad beam 9 near the center of the main tower beam 1, for anchoring one end of the load-bearing beam 4 to the main tower beam 1; The other end of the load-bearing beam 4 is extended to the ...

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Abstract

The invention provides a high-pier cable-stayed bridge zero-number block non-bracket construction method and a structure in the construction process, and relates to the field of high-pier cable-stayed bridge construction. According to the construction method, a zero-number block is divided into a plurality of sections to be poured. First, two sleeper beams are laid on a main tower cross beam, and a spandrel girder is erected on each sleeper beam; then, the spandrel girders are anchored through a rear anchoring system. Each spandrel girder is provided with a suspension system to which a suspension bottom formwork system and a side formwork system are hung. Pouring of the zero-number block is realized section by section by moving the suspension systems and the sleeper beam close to the suspension systems till construction of the whole zero-number block is completed. By the adoption of the construction method, there is no need to use an ultrahigh extra-large steel tube stand column bracket or a steel corbel bracket, there is no need to utilize stay cables, as a result, construction cost and construction requirements are lowered, and the problem that a zero-number block which is high above the ground and has ultra-long sections is difficult to construct is solved.

Description

technical field [0001] The invention relates to the construction field of high-pier cable-stayed bridges, in particular to a support-free construction method for No. 0 block of a high-pier cable-stayed bridge and a structure during construction. Background technique [0002] With the increasing development of the transportation network, higher requirements are placed on the spanning capacity of bridges, and large cable-stayed bridges and suspension bridges spanning mountains, rivers and valleys have also emerged as the times require. In the process of building this long-span cable-stayed bridge, the construction of the No. 0 block of the concrete main girder is particularly important. The conventional construction method of the No. 0 block of the main girder of the cable-stayed bridge is to adopt the construction structure of the ground bracket next to the pier or the construction structure of installing the steel corbel bracket. For the former type of construction structur...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
Inventor 朱云萍李军堂张瑞霞涂满明许佳平唐勇张小川张文斌胡杰邹冠朱向前
Owner CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD
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