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Method of tower-girder spontaneous construction for railway steel trussed cable-stayed bridge

A steel truss cable-stayed bridge tower and simultaneous construction technology, which is applied to bridges, bridge construction, erection/assembly of bridges, etc., can solve the problems that towers and girders cannot be constructed synchronously, and the construction time is long, so as to shorten the construction time, reduce the cost, The effect of reducing the number

Inactive Publication Date: 2012-07-11
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

The advantage of the conventional construction method is that it is mature and reliable. You can refer to the successful experience of the cable-stayed bridge that has been built. The disadvantage is that the steel beams of the main span must be stretched at the same time as the corresponding cable-stayed cables, and the cable-stayed cables are anchored on the top of the main tower. Therefore, the steel girders must be erected after the construction of the main tower is completed, that is, the tower beams cannot be constructed simultaneously, and the construction time is long

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  • Method of tower-girder spontaneous construction for railway steel trussed cable-stayed bridge
  • Method of tower-girder spontaneous construction for railway steel trussed cable-stayed bridge
  • Method of tower-girder spontaneous construction for railway steel trussed cable-stayed bridge

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Embodiment Construction

[0023] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0024] The synchronous construction method of the tower girder of the railway steel truss cable-stayed bridge of the present invention comprises the following steps:

[0025] refer to figure 1 , use the tower crane 21 to start construction of the main tower 10, the side pier 11 and the temporary pier 20 by using the climbing formwork method;

[0026] refer to figure 2 During the construction of the main tower 10, the construction of the side-span steel beam 12 is started simultaneously, and the steel beam 12 is divided into several sections for erection; specifically, the steel beam 12 is hoisted to the top of the side pier 11 by using the tower crane 21, and the steel beam is transported by using the beam transport vehicle 23 12 to the erection position of the side span, and operate the girder crane 22 to erect the side span steel beam 12;

[0027]...

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Abstract

A method of tower-girder spontaneous construction for a railway steel trussed cable-stayed bridge enables construction progress to be quickened evidently and total engineering cost to be reduced, and includes the steps: using a tower crane (21) to construct a main tower (10), side piers (11) and temporary piers (20) by creeping formwork process; simultaneously constructing side-span steel girders (12) in construction of the main tower (10), and separating each steel girder (12) into a plurality of segments for erection; constructing tower-side brackets (24), and erecting the steel girders (12) around the main tower (10) onto the tower-side brackets (24); completing construction of the main tower (10) before construction of main span; erecting the main-span steel girders (12) by unidirectional cantilever assembly; and closing up the main-span steel girders (12), completing tensioning of stay cables (13), and constructing auxiliary facilities to complete construction of the bridge.

Description

technical field [0001] The invention relates to a railway steel truss cable-stayed bridge, in particular to a method for synchronous construction of a tower and girder of a railway steel truss cable-stayed bridge. Background technique [0002] Since the construction of modern cable-stayed bridges began in China in the 1970s, it has developed rapidly in the past 30 years, and hundreds of them have been built so far. However, the development of railway cable-stayed bridges is very slow. In recent years, the pace of railway construction has accelerated, and cable-stayed bridge schemes have been proposed in the bridge scheme research of some new lines, especially the preliminary work of the Beijing-Shanghai high-speed railway, which has enabled the design and research of railway cable-stayed bridges to be carried out in depth. The current research on cable-stayed railway bridges has covered spans ranging from more than 200 meters to more than 1,000 meters. The development of th...

Claims

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Application Information

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IPC IPC(8): E01D21/10
Inventor 陈列余浪陈建峰许智焰郭建勋杨国静袁明杨平
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD