Double-layer n-shaped pier and longitudinal crossbeam falling rock preventing structure

A technology of vertical and horizontal beam anti-falling structures and gate-shaped piers, applied in protective equipment, buildings, etc., can solve the problem of no type of rockfall protection, and achieve the effect of easy maintenance and replacement

Pending Publication Date: 2018-11-16
CHINA RAILWAY FIRST SURVEY & DESIGN INST GRP
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Problems solved by technology

High-speed railways in mountainous areas are seriously affected by falling rocks, and there are steep V-shaped ditch areas in mountainous areas. For the project type of high-speed railways in mountainous areas with "two tunnels and one bridge" with a bridge length of about 100m, there is currently no suitable type of rockfall protection.

Method used

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  • Double-layer n-shaped pier and longitudinal crossbeam falling rock preventing structure
  • Double-layer n-shaped pier and longitudinal crossbeam falling rock preventing structure

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Embodiment Construction

[0030] The present invention will be described in detail below in conjunction with specific embodiments.

[0031] The invention relates to an anti-rock falling structure with double-layer gate-shaped piers and vertical and horizontal beams. The design principle is to use the upper vertical and horizontal beams to form a "roof" structure above the railway boundary, and the falling rock on the side slope is blocked by the upper "roof" and cannot invade Railway boundaries. The anti-rock falling structure includes a lower three-column gate-shaped pier 5 built laterally above the foundation cap 6 of a railway bridge, and a railway beam 4 is installed between two longitudinally adjacent lower three-column gate-shaped piers 5; The top of the gate-shaped pier 5 is horizontally constructed with an upper double-column gate-shaped pier 3 above the railway beam 4, and vertical and horizontal beams 2 are arranged between the tops of the two longitudinally adjacent upper double-pillar gate-sha...

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Abstract

The invention relates to a double-layer n-shaped pier and longitudinal crossbeam falling rock preventing structure. The structure comprises lower-layer three-column type n-shaped piers transversely constructed above a railway bridge foundation platform, and a railway beam is erected between the two longitudinally-adjacent lower-layer three-column type n-shaped piers; and upper-layer double-columntype n-shaped piers located above the railway beam are transversely constructed on pier tops of the lower-layer three-column type n-shaped piers, a longitudinal crossbeam is arranged between pier topsof the two longitudinally-adjacent upper-layer double-column type n-shaped piers, and a buffer layer is laid at the top of the longitudinal crossbeam. Falling rocks can be effectively prevented frominvading into a railway clearance, a railway pier foundation and a protective structure foundation are combined into a whole, occupation of the lower space is reduced, and the total work amount is reduced. The falling rock protection advantage is obvious especially in a section with a short bridge sandwiched between two tunnels in a steep V-shaped groove area.

Description

Technical field [0001] The invention belongs to the technical field of bridge structure construction, and specifically relates to a rockfall prevention structure with double-layer gate-shaped piers and longitudinal and longitudinal beams. Background technique [0002] Dangerous rockfall disasters are one of the three major geological disasters in my country. They are a common type of geological disasters in canyons and steep mountainous areas. They pose a serious threat to structures and human activities within the hazard range. [0003] my country's high-speed railways are widely distributed, and the completed projects are mainly located in plain areas. In the railway planning, a large number of mid-west railways are typical mountain high-speed railways. High-speed railways in mountainous areas are severely affected by rockfalls, and the steep V-shaped ditch area in mountainous areas. For the project type of mountainous high-speed railways with "two tunnels and one bridge" with a ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01F7/04
CPCE01F7/045
Inventor 杨少军刘宗峰宁未华陈举王东民陈应陶吴少海赵会东张景利聂晋涛王小民谢小兰崔振宇许德利李帅
Owner CHINA RAILWAY FIRST SURVEY & DESIGN INST GRP
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