Method for hoisting construction girder sections through cables

A cable hoisting and segmental technology, which is applied in the direction of erecting/assembling bridges, bridges, suspension bridges, etc., can solve the problems of large amount of construction structures, expanding the main structure of bridges, increasing manufacturing costs, etc., shortening construction time and improving installation accuracy , the effect of increasing manufacturing costs

Active Publication Date: 2015-06-03
CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD
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  • Abstract
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AI Technical Summary

Problems solved by technology

[0005] (1) During the construction of suspension bridges in mountainous areas, it is necessary to set up a stiffened beam hoisting platform in the main span. When the terrain conditions are relatively harsh, a large steel structure platform needs to be set up. The construction of a large steel structure platform requires a large amount of structural work; the cable crane is arranged outside the main cable , it is necessary to set up a large pole beam system to hoist the stiffening beam, the construction structure of the large pole beam system requires a

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  • Method for hoisting construction girder sections through cables
  • Method for hoisting construction girder sections through cables
  • Method for hoisting construction girder sections through cables

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Embodiment Construction

[0035] The present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments.

[0036] see figure 1 As shown, the embodiment of the present invention provides a method for hoisting construction main beam segments by cables, including the following steps:

[0037] S1: see figure 1 As shown, the first main cable 4, the second main cable 16 and some suspenders 12 are erected on the suspension bridge provided with the first approach bridge 2 and the second approach bridge 10 in the existing method, the first approach bridge 2, the second approach bridge 10 The first main tower 3, the bridge deck and the second main tower 9 are arranged in sequence, and the section at the bottom of each suspender 12 is used as the installation section. The first main cable anchor 1 is arranged on the outside of the first approach bridge 2 , and the second main cable anchor 14 and the steering anchor 13 are arranged on the outside of the seco...

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Abstract

The invention relates to the field of bridge construction and discloses a method for hoisting construction girder sections through cables. The method includes the steps: erecting a first main cable, a second main cable and a plurality of booms; taking a region at the bottom of each boom to arrange a hoisting device below the first main cable and the second main cable; transporting a to-be-mounted girder section to a hoisting position, and adjusting the to-be-mounted girder section to be perpendicular to the mounting direction; selecting one mounting region with no to-be-mounted girder section, enabling the hoisting device to move above the current mounting region after longitudinally hoisting the to-be-mounted girder section to a position 1-2m above a bridge deck, horizontally rotating the to-be-mounted girder section by 90 degrees, placing the to-be-mounted girder section at a designed elevation, and fixing the to-be-mounted girder section to the current mounting region and the bridge deck to form a mounted section. By adoption of the method for hoisting construction girder sections through cables, manufacturing cost can be reduced, arrangement of a girder section hoisting platform in a main span is avoided, and normal operation of a river channel is guaranteed.

Description

technical field [0001] The invention relates to the field of bridge construction, in particular to a method for hoisting and constructing main beam segments by cables. Background technique [0002] When building a bridge on the water surface, due to the water environment below, the main girder segment is often transported to the bottom of the point to be erected by barge, and then the main girder is vertically lifted to the installation point by a cable crane for installation. [0003] When building a suspension bridge in a mountainous area, due to the limitation of terrain conditions, the stiffened beam cannot be transported to the bottom of the point to be erected. Usually, it is necessary to install a double-cable crane on the outside of the main cable, and set up a lifting platform between the main spans. The stiffening beam is placed on the lifting platform, and then the stiffening beam to be installed is lifted from the lifting platform by a cable crane, and the stiffe...

Claims

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Application Information

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IPC IPC(8): E01D21/00E01D11/02
CPCE01D11/02E01D21/00
Inventor 潘东发涂满明胡汉舟文武松季跃华李军堂谢守杰许佳平周刚代皓段妙奇张小川张瑞霞幸思佳杜凤
Owner CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD
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