Construction process of main bridge of double-tower single-cable-plane extradosed cable-stayed bridge

A low-tower cable-stayed bridge and construction technology technology, applied to cable-stayed bridges, bridges, bridge forms, etc., can solve problems such as difficult construction, difficult quality and safety management, and complex engineering technology

Active Publication Date: 2020-07-28
THE FOURTH ENG CO LTD OF CCCC FIRST HIGHWAY ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Difficulty in spatial positioning of stay cables, main girder cable conduits and stay cable anchorage points during construction
[0007] The bridge deck of Pumen Bridge is wide, self-heavy, and difficult to construct. The distribution of steel bars and prestressed pipes is dense, and the struct

Method used

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  • Construction process of main bridge of double-tower single-cable-plane extradosed cable-stayed bridge
  • Construction process of main bridge of double-tower single-cable-plane extradosed cable-stayed bridge
  • Construction process of main bridge of double-tower single-cable-plane extradosed cable-stayed bridge

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Embodiment Construction

[0041] During the specific implementation, the bridge span of Pumen Bridge is 4×30+90+165+90+4×30, the main bridge is 90+165+90 meters prestressed concrete low-tower cable-stayed bridge, and the approach bridges on both sides are 30 meters span First simply supported and then continuously prestressed concrete T-beam, the bridge is 593 meters long. For the elevation of the main bridge, see figure 1 As shown, it includes two main piers 1 and two transition piers 2. The main girder 3 is a single-box three-chamber straight-web box girder. The vertical prestressed system is designed according to the fully prestressed concrete components. The main tower of the bridge is 23 meters high above the bridge deck and is consolidated with the box girder. There are 2 main towers in the whole bridge. The concrete of the cable tower 4 is C55 composite fiber concrete. The cross-section of the main tower is a quadrilateral with grooves, and the transverse dimension is 2.5m. The dimension along...

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Abstract

The invention relates to a construction process of a main bridge of a double-tower single-cable-plane extradosed cable-stayed bridge. The main bridge comprises two main piers and two transition piers.A girder is a whole single-box three-chamber straight web box beam; a main span is arranged in a single-hole two-way navigation manner; the girder adopts a longitudinal, transverse and vertical three-direction prestress system, and is designed according to a full-prestressed concrete member. The sequence of the girder construction process is as follows: No.0 and No.1 beam sections are constructedat the same time; the No.0 beam section is connected with the main pier through a tower beam consolidation system; then, a cantilever symmetrically pours No. 2 to No. 20 beam sections on the side span side and the main span side; meanwhile, a cable bent tower is constructed, inhaul cable supporting facilities are installed, a synchronous suspension pouring beam body and stay cable lagging two sections are installed, a No. 22 beam section located on a transition pier is constructed in due time, then a side span closure section and a middle span closure section are constructed, finally, auxiliary facilities are constructed, and main bridge construction is completed. The construction process is reasonable in step design, short in construction period, safe and reliable in construction and high in quality.

Description

technical field [0001] The invention relates to a construction technique of a main bridge of a cable-stayed bridge with two towers and a single cable plane and a low tower. Background technique [0002] The Pumen Bridge is located about 1km south of the Langshui Village Committee of Pumen Town. The bridge crosses the Hejiang River. It is a 90+165+90m single-cable plane double-tower prestressed concrete low-tower cable-stayed bridge. The low-tower cable-stayed bridge has two main piers and two transitional piers. The main piers use double-leg thin-walled piers and round-end caps , The pile foundation is a 2.2m bored pile. The width of the bridge is 31.0m, the girder height is 3.2m~6.2m, the main tower is a solid cuboid tower with a pagoda-shaped decorative structure on the top of the tower, and the height of the tower is 23.0m. The stay cables are single-cable planes, arranged in a fan shape, and arranged on the central divider in the transverse bridge direction. The stay ...

Claims

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Application Information

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IPC IPC(8): E01D21/00E01D21/10E01D11/04
CPCE01D11/04E01D21/00E01D21/105
Inventor 钟丽华郭军杨辉曾诚曾国胜文锋卢海华户凯杰高伟梁剑锋
Owner THE FOURTH ENG CO LTD OF CCCC FIRST HIGHWAY ENG
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