Reinforced two-path bridge

A dual-channel, reinforced technology, applied in bridges, suspension bridges, bridge forms, etc., can solve the problems of not particularly high overall stability and load-bearing performance, time-consuming and laborious processing, and many materials, saving materials, reducing costs, and improving The effect of lateral strength

Inactive Publication Date: 2014-07-02
SUZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Generally speaking, a double-channel bridge includes a bridge deck 1, three arched bridges 2 arranged at intervals, and load-bearing cables connected between bridge 2 and bridge deck 1 3 and the tie rods 7 connected between the tops of the three bridges. The existing tie rods 7 are mainly made of steel materials. Horizontal tension effect, so not only a lot of materials are used, but also time-consuming and labor-intensive processing, and the cost is high
In addition, the existing load-bearing cables 3 are all longitudinally extended and arranged at parallel intervals. Although they can exert a certain longitudinal pulling effect on the bridge deck, the overall stability and load-bearing performance are not particularly high.

Method used

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  • Reinforced two-path bridge
  • Reinforced two-path bridge
  • Reinforced two-path bridge

Examples

Experimental program
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Effect test

Embodiment 1

[0024] Embodiment one: if Figure 4 to Figure 6 As shown, a reinforced double-channel bridge includes a bridge deck 1, three arched bridges 2 and load-bearing cables 3 arranged at intervals, and the bridge 2 in the middle of the three bridges 2 is an intermediate bridge 21 vertically arranged , the bridges 2 on both sides of the three bridges 2 are side bridges 22 inclined outwards, and several tension cables 4 are respectively drawn between the bridges 22 on both sides and the upper part of the middle bridge 21, some of which Tensioning cables 4 are arranged crosswise, and their crossing parts are fixedly connected by locking pieces 6 . The load-bearing cables 3 are connected between each bridge 2 and the fixed seat 11 of the bridge deck 1, and the load-bearing cables 3 include a plurality of first cables 31 arranged obliquely and a plurality of second cables 32 with different inclination directions from the first cables 31, The first cables 31 and the second cables 32 are...

Embodiment 2

[0025] Embodiment two: if Figure 4 , Figure 5 and Figure 7 As shown, a reinforced double-channel bridge includes a bridge deck 1, three arched bridges 2 and load-bearing cables 3 arranged at intervals, and the bridge 2 in the middle of the three bridges 2 is an intermediate bridge 21 vertically arranged , the bridges 2 on both sides of the three bridges 2 are side bridges 22 inclined outwards, and several tension cables 4 are respectively drawn between the bridges 22 on both sides and the upper part of the middle bridge 21, some of which Tensioning cables 4 are arranged crosswise, and their crossing parts are fixedly connected by locking pieces 6 . The two sides of the bridge deck 1 are provided with tension beams 5 bent downward in the middle, and the two sides of the tension beams 5 are fixedly connected with the corresponding side bridges 22. 5 and the bridge deck 1, the load-bearing cables 3 include a number of first cables 31 arranged obliquely and a number of s...

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Abstract

The invention discloses a reinforced double-channel bridge, which comprises a bridge deck, three arched bridges arranged at intervals and load-bearing cables, the bridge in the middle of the three bridges is an intermediate bridge arranged vertically, and the three The bridges located on both sides of the bridge are side bridges inclined outwards. Several tension cables are respectively stretched between the bridges on both sides and the upper part of the middle bridge. Some of the tension cables are arranged crosswise. Fasteners are fixedly connected; this improves the transverse strength of the bridge, and the overall structure is stable and has better load-bearing performance.

Description

technical field [0001] The invention relates to a double channel bridge. Background technique [0002] Generally speaking, a double-channel bridge includes a bridge deck 1, three arched bridges 2 arranged at intervals, a load-bearing cable 3 connected between the bridge 2 and the bridge deck 1, and a tie rod 7 connected between the tops of the three bridges. The tie rods 7 are mainly made of steel materials. In order to achieve a certain strength, it needs a lot of thicker tie rods 7 to achieve the transverse tension between the bridges. This not only requires a lot of materials, but also takes time and effort to process. higher cost. In addition, the existing load-bearing cables 3 are all longitudinally extended and arranged at parallel intervals. Although they can exert a certain longitudinal pulling effect on the bridge deck, the overall stability and load-bearing performance are not particularly high. Contents of the invention [0003] The object of the invention is ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D11/02
Inventor 吴永发胡子刚王琼胡昕
Owner SUZHOU UNIV
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