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Protective sheds for anti-slip slopes at tunnel entrances

A technology for protective sheds and tunnels, applied in tunnels, mining equipment, earthwork drilling and mining, etc., can solve the problems of poor impact resistance, unreasonable structural system, and long construction period, and achieve improved impact resistance, easy maintenance, and high impact effect

Active Publication Date: 2020-05-29
CHONGQING JIAOTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In particular, the shallow surface of the tunnel entrance slope slides, and the road geological disasters such as rolling rocks and falling rocks on high and steep slopes are generally protected by setting up concrete sheds. At the same time, the existing steel structure sheds at the entrance of railway tunnels have poor impact resistance, unreasonable structural systems, and low levels of industrialization.

Method used

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  • Protective sheds for anti-slip slopes at tunnel entrances

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Embodiment Construction

[0017] figure 1 It is a schematic view of the structure of the present invention, as shown in the figure, the protective shed used for the anti-landslide of the tunnel entrance in the present embodiment includes a cube-shaped bottom bracket 1, a ceiling installed on the top of the bottom bracket, and a roof installed between the ceiling and the bottom bracket. There is a damping device between them, the horizontal center of the bottom bracket is vertically fixedly provided with a support column 3, and the ceiling is two (including the ceiling 21 and the ceiling 22) and arranged on the lateral sides of the support column. The lateral inner side of the column and the ceiling is hinged so that the lateral outer side of the ceiling can swing up and down, and each ceiling is provided with a damping device on the lower side, and the damping device is supported between the ceiling and the bottom bracket to form damping for the ceiling swing; through the roof 2 There is a damping devi...

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Abstract

The invention discloses a protective shed for a slide-prevention slope of a tunnel portal. The protective shed comprises a cublike bottom support, two ceilings installed at the top of the bottom support, and a damping device arranged between the ceilings and the bottom support. Supporting columns are vertically and fixedly arranged in the transverse middle of the bottom support. The two ceilings are arranged on the two sides of the supporting columns respectively. The transverse inner sides of the supporting columns and the ceilings are hinged to each other, so that the transverse outer sidesof the ceilings can swing up and down. The lower side of each single ceiling is provided with the damping device. The damping device is supported between the ceilings and the bottom support and is used for damping the swing movements of the ceilings. In this way, a hangar tunnel is ensured to resist a large impact force. Meanwhile, the construction cost of the hangar tunnel is effectively reduced.The construction period is shortened. The protective shed is easy to maintain and repair.

Description

technical field [0001] The invention relates to the field of slope treatment, in particular to a protective shed used for preventing landslides at tunnel entrances. Background technique [0002] Due to high mountains and steep slopes, vertical and horizontal ravines, poor geological conditions, and frequent occurrence of geological disasters, especially the rockfall and rockfall disasters caused by the collapse of dangerous rocks on the slopes of tunnel entrances are serious, posing serious challenges to traffic construction and transportation safety. In particular, the shallow surface of the tunnel entrance slope slides, and the road geological disasters such as rolling rocks and falling rocks on high and steep slopes are generally protected by setting up concrete sheds. Disadvantages: At the same time, the existing steel structure sheds at the entrance of railway tunnels have poor impact resistance, unreasonable structural systems, and low levels of industrialization. [...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/14
CPCE21D9/14
Inventor 蒋海飞龚平周大海赵宁雨谢远光
Owner CHONGQING JIAOTONG UNIVERSITY