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All-ground-anchor type single-tower double-span cable-stayed bridge structure and construction method thereof

A construction method and technology of cable-stayed bridges, applied to cable-stayed bridges, bridges, bridge forms, etc., can solve problems such as poor stability, high safety risks, and difficult construction period, and achieve strong terrain adaptability, reasonable structural system, The effect of small safety risk

Inactive Publication Date: 2016-10-12
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0011] Ground-anchored single-span cable-stayed bridges can cancel side spans, but are not suitable for construction when geological conditions are poor
[0012] (2) During the construction period, the structure itself has poor stability and high safety risks;
[0014] For ground-anchored single-span cable-stayed bridges with inclined pylons, the main tower needs to be supported by brackets during the construction period, which has a certain risk of overturning. Before the overall bridge construction is completed, it will be in an unstable state;
[0015] (3) The construction period is difficult;
[0017] Ground-anchored inclined-tower single-span cable-stayed bridges are difficult to construct due to the inclination of the main tower, and the structure of the main cable anchorage area on the tower is complex, making construction difficult

Method used

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  • All-ground-anchor type single-tower double-span cable-stayed bridge structure and construction method thereof
  • All-ground-anchor type single-tower double-span cable-stayed bridge structure and construction method thereof
  • All-ground-anchor type single-tower double-span cable-stayed bridge structure and construction method thereof

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Embodiment Construction

[0082] The present invention will be further described below in conjunction with the embodiments shown in the accompanying drawings.

[0083] The all-ground-anchored single-tower double-span cable-stayed bridge structure of the present invention is a bridge structure system composed of main girders, anchorages, main towers, stay cables and bridge abutments.

[0084] Such as image 3 As shown, the girder of the present invention is composed of the main span girder 1 and the side span girder 2, the main span girder 1 is directly connected with the side span girder 2; the main span girder 1 is provided by the main span stay cable 7 Support, the main span stay cable 7 is anchored on the upper part of the main tower 4; one end of the side span main beam 2 is directly connected with the main span main beam 1, and the other end is fixed with the anchor 3, and the support 12 and the side span provided on the lower beam of the main tower The span support pier 9 (additional setting if ...

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Abstract

An all-ground-anchor type single-tower double-span cable-stayed bridge system comprises a main beam, a stay cable, a main tower and an anchor. The main beam is composed of a side span main beam body and a main span main beam body. The length of the side span main beam body is far smaller than that of the main span main beam body, and the side span main beam body and the main span main beam body are asymmetrically distributed. The side span main beam body is supported by a support arranged on a side span buttress main tower lower beam and fixedly connected with the main span main beam body and the anchor. The stay cable comprises a main span stay cable body and a side span stay cable body. The main span stay cable body supports the main span main beam body. The upper end of the side span stay cable body is anchored to the main tower and corresponds to the main span stay cable body in position. The lower end of the side span stay cable body is anchored to the anchor. The main tower provides anchorage for the main span stay cable body and the side span stay cable body and meanwhile transmits the vertical force of the side span stay cable body to a foundation through a main tower bearing table and a main tower foundation. The anchor provides anchorage for the whole side span stay cable body and meanwhile balances the horizontal force transmitted by the side span main beam body. The invention further discloses a construction method of the cable-stayed bridge system. The cable-stayed bridge system is high in adaptability, reasonable in structural system, easy and convenient to construct, short in construction period, low in manufacturing cost and small in safety risk in the construction period.

Description

technical field [0001] The invention belongs to the field of bridge engineering, and relates to a cable-stayed bridge system and a construction method thereof, in particular to a fully ground-anchored single-tower double-span cable-stayed bridge system with small side spans and a construction method thereof. Background technique [0002] The conventional single-tower cable-stayed bridge is a self-anchored structure system, called self-anchored single-tower cable-stayed bridge, such as figure 1 Shown: The main tower is located near the center, the main span is used to cross valleys and rivers, and the side spans also have the function of crossing. The length of the side spans is generally 1.0 to 0.8 times that of the main span (the side-to-middle span ratio), and the cables are arranged nearly symmetrically on the main span and the side spans to form a self-anchoring system; [0003] In order to enhance the rigidity of the whole bridge, one or two auxiliary piers can be inst...

Claims

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Application Information

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IPC IPC(8): E01D11/04E01D21/00
CPCE01D11/04E01D21/00
Inventor 蒲广宁肖汝诚张晓栋程进
Owner TONGJI UNIV
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