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A toe-shaped track beam and a straddle-type monorail transit system

A traffic system and track beam technology, which is applied in the field of straddle-type monorail underground section toe-shaped track beam and straddle-type monorail transportation system, can solve the problem of reducing the economy of the straddle-type monorail underground section, the overall size of the tunnel section is large, and the lower part Large waste of space and other issues, to achieve the effect of improving anti-overturning stability, uniformly dispersing the force at the bottom of the tunnel, and reducing project cost

Active Publication Date: 2020-07-03
CHINA RAILWAY ENG CONSULTING GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] After the straddle-type monorail enters the ground, in order to ensure the manufacturing accuracy of the track, the structural form of the support-type prefabricated track beam is mostly used in the tunnel at present. This structural form makes the train load and the load of the track beam itself concentrate on the support pier , the lower part of the support also needs an anchor box, so that the tunnel space needs to contain a series of components such as track beams, support, anchor boxes, etc., the space in the lower part is wasted, and the overall size of the tunnel section is too large, which significantly increases the project cost and reduces the span. The economy of the underground section of seated monorail
Furthermore, the above-mentioned support-type prefabricated track beams will also cause concentrated tensile pressure at the bottom of the tunnel, so it is almost impossible to use it in shield tunnels and underground tunnels with thin bottoms.

Method used

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  • A toe-shaped track beam and a straddle-type monorail transit system
  • A toe-shaped track beam and a straddle-type monorail transit system
  • A toe-shaped track beam and a straddle-type monorail transit system

Examples

Experimental program
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Effect test

Embodiment 1

[0025] like Figure 1-2 As shown, the toe-shaped track beam in this embodiment is specifically a straddle-type monorail underground section toe-shaped track beam, which includes: several beam bodies 100 connected end to end in sequence; a first flange plate 1, which is connected to the One side of the bottom of the beam body 100; the second flange plate 2, which is connected to the other side of the bottom of the beam body 100, the first flange plate 1 and the second flange plate 2 are along the vertical direction of the beam body 100 The central axis Y is symmetrically arranged; the connection position 3 (such as bolt holes, etc.), which is arranged on the first flange plate 1 and / or the second flange plate 2, is used to connect the rail sleeper, the connection position 3 There may be two, and they are also symmetrically arranged along the vertical central axis Y of the beam body 100 . Therefore, the anti-overturning stability of the track beam under the action of the rollin...

Embodiment 2

[0029] This embodiment differs from Embodiment 1 only in that, such as figure 2 As shown, the toe-shaped track beam further comprises: a beam backing plate 4, which is connected to the bottom of the first flange plate 1 and / or the bottom of the second flange plate 2, for adjusting the height and shape of the track beam, It can better adapt to the construction accuracy needs of different terrains.

Embodiment 3

[0031] This embodiment provides a straddle-type monorail transportation system, such as Figure 1-2 As shown, it includes: a tunnel 200; a track sleeper block, which is arranged in the tunnel 200; the toe-shaped track beam described in Embodiment 1 or 2, which extends along the running direction of a vehicle (eg, a straddle-type monorail) , and the upper end surface of the rail sleeper is connected through the first flange plate 1 and / or the second flange plate 2 of the beam body 100 , and the vehicle travels on the toe-shaped rail beam and along the beam body 100 .

[0032] Specifically, as Figure 3-4 As shown, the track sleeper block in this embodiment includes: a sleeper block main body 5; a beam body connection position 6 (such as a bolt hole, etc.), which is arranged on the upper end surface of the sleeper block body 5 and is used for connecting the first flange plate 1 and / or the second flange plate 2, in this embodiment, the fasteners S (such as bolts, etc.) pass thro...

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PUM

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Abstract

The invention discloses a toe-shaped track beam and a straddle-type monorail traffic system, which comprises: a beam body connected end to end in sequence; a first flange plate connected to one side of the bottom of the beam body; a second flange plate, It is connected to the other side of the bottom of the beam body; the connecting position is arranged on the first flange plate and / or the second flange plate and is used for connecting the track sleeper block. The present invention does not need to set supports, anchor boxes and other structures in the tunnel, which can greatly reduce the section of the tunnel, reduce the construction cost, and avoid all loads concentrated on the bottom of the tunnel, effectively and evenly dispersing the force on the bottom of the tunnel.

Description

technical field [0001] The invention relates to the field of rail traffic, in particular to a toe-shaped track beam in an underground section of a straddle type monorail and a straddle type monorail traffic system. Background technique [0002] After the straddle-type monorail enters the ground, in order to ensure the manufacturing accuracy of the track, the structure of the support-type prefabricated track beam is mostly used in the tunnel. This structure makes the train load and the load of the track beam itself concentrate on the support pier. , the lower part of the support also needs an anchor box, so that the tunnel space needs to accommodate a series of components such as track beams, supports, and anchor boxes, and the lower space is wasted. The economy of the underground section of the seat monorail. Further, the above-mentioned support-type prefabricated track beams will also cause concentrated tensile pressure at the bottom of the tunnel, so it is almost impossib...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01B25/08E01B25/10
CPCE01B25/08E01B25/10
Inventor 武农吕刚蒋小锐陈志广刘建友雷慧锋吴麦奎李汶京曹永刚汪胜周江天陈学峰马福东赵巧兰宋月光仲崇海王婷
Owner CHINA RAILWAY ENG CONSULTING GRP CO LTD
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