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Method for laying CP III control points on railway cable-stayed bridge and railway cable-stayed bridge

A technology for control points and cable-stayed bridges, which is applied to cable-stayed bridges, roads, bridges, etc., and can solve problems such as unpredictable changes in point positions and changing modes

Pending Publication Date: 2020-02-11
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The object of the present invention is to provide a method for laying out CPⅢ control points on a railway cable-stayed bridge and a railway cable-stayed bridge, so as to solve the technical problem in the prior art that the CPⅢ control points are constantly changing and cause the change situation and the change mode of the points to be difficult to predict.

Method used

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  • Method for laying CP III control points on railway cable-stayed bridge and railway cable-stayed bridge
  • Method for laying CP III control points on railway cable-stayed bridge and railway cable-stayed bridge
  • Method for laying CP III control points on railway cable-stayed bridge and railway cable-stayed bridge

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Embodiment Construction

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

[0024] The first aspect of the embodiment of the present application provides a method for laying out CPⅢ control points on a railway cable-stayed bridge, specifically comprising the following steps: laying out CPⅢ control points 6 on the main girder 1 inside the cable tower 2 of the cable-stayed bridge; CPⅢ control points 6 are arranged at the middle span 5 of the main girder 1 of the cable-stayed bridge; on the main girder 1 between the cable tower 2 and the middle span 5, CPⅢ control points 6 are arranged symmetrically with respect to the middle span 5 .

[0025] For railway cable-stayed bridges, take the steel-concrete composite girder long-span cable-stayed bridge as an example, the main girder 1 has a long and special structure, and the CPⅢ control point 6 arranged on it has large changes in plane coordinates and elevations. The...

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Abstract

The invention provides a method for laying CP III control points on a railway cable-stayed bridge and the railway cable-stayed bridge. The laying method comprises the following steps that the CP III control points are laid on a main beam on the inner side of a cable tower of the cable-stayed bridge; the CP III control points are laid in the midspan of the main beam of the cable-stayed bridge; theCP III control points are symmetrically laid on the main beam between the cable tower and the midspan at intervals relative to the midspan. According to the laying method, the CP III control points are laid on the railway cable-stayed bridge, on the basis that the index requirements of the spacing specification are met, the variation and the variation rule of the characteristic part of the main beam can be accurately reflected, and relative stability can be achieved; the laid CP III control points are easy to protect and convenient to construct.

Description

technical field [0001] The invention relates to the technical field of railway precision measurement, in particular to a method for laying out CPIII control points on a railway cable-stayed bridge and the railway cable-stayed bridge. Background technique [0002] In the process of high-speed railway construction, track control points (CPⅢ control points) need to be arranged on both sides of the upper track of the railway, which are used as the benchmark for laying track slabs. When crossing special terrains such as rivers, some railway bridges are designed as cable-stayed bridges with long-span steel-concrete composite girders. Such long-span cable-stayed bridges with steel-concrete composite girders are generally semi-floating systems. The main girders of the whole bridge are constantly changing in the horizontal, vertical, and longitudinal directions due to the influence of sunlight, temperature, and wind. It is constantly changing in plan and elevation, where the deforma...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D11/04E01B35/00
CPCE01D11/04E01B35/00E01B2204/15
Inventor 曹成度滕焕乐杨雪峰刘成龙汤建凤闵阳陶灿夏艳军
Owner CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP