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Variable cross-section beam and suspension cable combined bridge structural system

A bridge structure and variable cross-section beam technology, which is applied in the direction of suspension bridges, bridges, bridge construction, etc., can solve the problems of suspension bridge structure bridges not being popularized and applied, high casting costs of large-size saddles, and large spanning capacity of suspension bridges, etc., so as to achieve low production difficulty , to avoid the effect of high cost and reasonable force

Active Publication Date: 2017-06-23
ANHUI TRANSPORTATION HLDG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Suspension bridges have large spanning capacity, and bridges with a span of more than 1000m are basically suspension bridges, and the bridges are beautiful in appearance. High-strength steel wires and large-size saddles are expensive to cast; pilot cables are difficult to cross the river; temporary facilities such as catwalks need to be arranged for the installation of main cables and suspenders, and the construction measures are expensive and difficult to control
Although the suspension structure is beautiful in shape, due to factors such as cost and construction difficulty, suspension bridge structure bridges have not been widely used in medium-span bridges.

Method used

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  • Variable cross-section beam and suspension cable combined bridge structural system
  • Variable cross-section beam and suspension cable combined bridge structural system
  • Variable cross-section beam and suspension cable combined bridge structural system

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Embodiment Construction

[0024] see figure 1 , figure 2 , in the present embodiment, the structural form of the bridge structure system with variable cross-section beams and suspension cables is: the bridge structure system is to set the variable cross-section main girder 3 on the piers 1 at both ends, and between the variable cross-section main girders 3 at the two ends, located at the main Set the main girder 4 of constant section in the middle of the span; set the low-height bridge tower 5 on the pier top of the variable-section main girder 3, set the saddle 8 on the top of the low-height bridge tower 5, and use the saddle 8 and the two ends to anchor the structure The main suspension cable 6 is set, and the suspender 7 is arranged in the middle section of the main suspension cable 6. The main beam 4 of equal cross-section is lifted by the suspender 7, and the suspension system is composed of the saddle 8, the main suspension cable 6 and the suspender 7. , to realize the long-span main span.

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Abstract

The invention discloses a variable cross-section beam and suspension cable combined bridge structural system. The variable cross-section beam and suspension cable combined bridge structural system is characterized in that variable cross-section main beams are arranged on piers at two ends, a uniform cross-section main beam is arranged between the variable cross-section main beams at the two ends and positioned in the middle of the main span, a low-altitude bridge tower is arranged at the pier top of each variable cross-section main beam, a saddle is arranged at the top of each low-altitude bridge tower, a suspension main cable is erected by use of the saddles and anchoring structures at two ends, suspenders are arranged at the middle segment of the suspension main cable, the uniform cross-section main beam is lifted up by the suspenders, and the saddles, the suspension main cable and the suspenders constitute a suspension cable system to realize large-span main span. The variable cross-section beam and suspension cable combined bridge structural system is reasonable in stress, economical, low in construction difficulty and attractive in appearance and can be applied to various river crossing or overpass bridges with the main span of 150-500 m.

Description

technical field [0001] The invention relates to the design of a bridge structure system with a main span of 150-500m. Background technique [0002] Variable cross-section continuous beams or continuous rigid frame bridges are the winners in the comparison of bridge type schemes within a span of 50-120m, but when the span of the main span is further increased, problems such as mid-span deflection and web cracking are prone to occur. And the shape of the bridge is simple, and the effect of the bridge landscape is general. [0003] Suspension bridges have large spanning capacity, and bridges with a span of more than 1000m are basically suspension bridges, and the bridges are beautiful in appearance. High-strength steel wires and large-size saddles are costly to cast; pilot cables are difficult to cross the river; temporary facilities such as catwalks need to be arranged for the installation of main cables and suspenders, and the construction measures are expensive and difficul...

Claims

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Application Information

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IPC IPC(8): E01D11/02E01D2/00E01D19/14E01D19/16
CPCE01D2/00E01D11/02E01D19/14E01D19/16
Inventor 殷永高胡可章征段海澎吴志刚梅应华卢元刚丁蔚曹皓李绍华
Owner ANHUI TRANSPORTATION HLDG GRP CO LTD
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