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Steel truss tie bar arch bridge combined type tie bar

A tied-bar arch bridge and combined technology, which is applied in the field of tie-bars, can solve problems such as bar manufacturing, installation difficulties, poor structural integrity, and large bar cross-sections, and achieve the goals of reducing steel consumption, improving integrity, and reducing engineering costs Effect

Inactive Publication Date: 2009-02-25
ZHONGTIE MAJOR BRIDGE RECONNAISSANCE & DESIGN INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

It is convenient to connect with the bridge deck system, but when the tension of the tie rod is large, the section of the rod is too large and the component is too heavy, which leads to difficulties in the manufacture and installation of the rod, a large amount of steel, and poor economic efficiency; ② Flexible tie rods are generally used High-strength parallel steel wire bundles or steel strand bundles, the tie rod material has high strength, but the tie rod and the bridge deck system cannot be connected, the bridge deck system presents a pure suspension structure, and the structural integrity is poor
There is no combined tie rod with steel rod + flexible lanyard

Method used

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  • Steel truss tie bar arch bridge combined type tie bar

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Embodiment Construction

[0008] With reference to the accompanying drawings, the present invention is composed of a steel bar 1 and an auxiliary lanyard 2, the steel bar 1 is provided with a tie rod supporting shaft 3, and the two ends of the auxiliary lanyard 2 are anchored at the nodes at the ends of the steel bar 1 On, the middle rests on the tie rod support shaft 3.

[0009] The present invention is composed of a steel bar 1 and an auxiliary lanyard 2, which absorbs the advantages of a rigid tie bar and a flexible tie bar, and can improve the integrity of the structure. A certain amount of pressure is generated on the rigid tie rod through the auxiliary lanyard, which offsets part of the tensile force of the rigid tie rod to control the size of the component, which is equivalent to the prestressed steel structure tie rod, reducing the tension of the rigid member; it can also effectively reduce the rigid tie rod The internal force of the parts reduces the size of the components, reduces the amount ...

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Abstract

A combined tie bar of steel truss tie bar arch bridges relates to a tie bar applied to steel truss tie bar arch bridges, and is composed of a steel bar piece and an auxiliary inhaul cable. Two ends of the auxiliary inhaul cable are anchored on the nodes at the end parts of the steel bar piece. The steel bar piece is provided with a tie bar holding shaft. The bar is composed of the steel bar piece and the auxiliary inhaul cable, can function as a prestressing steel structure tie bar, integrates advantages of rigid tie bars and flexible tie bars, and improves the structural integrity. The auxiliary inhaul cable exerts a certain pressure on the rigid tie bar to counteract partial pull of the rigid tie bar so as to effectively reduce bar internal force of the rigid tie bar, diminish the component scale, reduce the steel consumption and reduce construction cost. Further, the inhaul cable is placed on the tie bar holding shaft to reduce the sag due to self weight down warping such that the nonlinear influence because of the sag of self weight down warping is weakened.

Description

technical field [0001] The invention relates to a tie rod used in a steel truss tie rod arch bridge. Background technique [0002] At present, there are generally two types of tie rods in tie-bar arch bridges at home and abroad: ① Rigid tie rods generally use steel rods. It is convenient to connect with the bridge deck system, but when the tension of the tie rod is large, the cross section of the rod is too large and the component is too heavy, which makes it difficult to manufacture and install the rod, consumes a lot of steel, and is less economical; ② Flexible tie rods are generally used High-strength parallel steel wire bundles or steel strands, the tie rod material has high strength, but the tie rod and the bridge deck system cannot be connected, the bridge deck system presents a pure suspension structure, and the structural integrity is poor. Also do not have the combined tie bar of steel rod member+flexible lanyard at present. Contents of the invention [0003] Th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D12/00E01D4/00
Inventor 段雪炜徐伟赵兴亚袁毅康晋
Owner ZHONGTIE MAJOR BRIDGE RECONNAISSANCE & DESIGN INST
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