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Falling rock resisting wall structure and construction method

A rockfall and wall technology, which is applied in the direction of basic structure engineering, underwater structures, artificial islands, etc., can solve the problems of large amount of rock-blocking wall material handling, difficulty in removing rockfall, and difficulty in construction on steep slopes, etc., to solve drainage difficulties, High construction efficiency and the effect of solving construction difficulties

Pending Publication Date: 2019-08-23
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The following problems exist in the traditional stone-blocking wall: (1) mortar rubble or concrete materials are used for all the passages, and the volume of materials for the stone-blocking wall is large, the construction on steep slopes is difficult, and the investment is large; (2) the drainage holes arranged at intervals in the lower part of the stone-blocking wall are It is very easy to be blocked under the action of slope soil; (3) It is difficult to remove the falling rocks stopped inside the rock-blocking wall, and the efficiency is extremely low

Method used

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  • Falling rock resisting wall structure and construction method
  • Falling rock resisting wall structure and construction method
  • Falling rock resisting wall structure and construction method

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Embodiment Construction

[0019] Below in conjunction with accompanying drawing and embodiment the present invention is further described:

[0020] refer to Figure 1 to Figure 3 , a rockfall retaining wall structure of the present invention, comprising a rigid wall fixedly arranged on the protective slope, the rigid wall is composed of rigid wall units 1 arranged at intervals in the transverse direction, and the ends of each rigid wall unit 1 A vertically extending installation groove is arranged on the inner wall. A flexible passive protection net 2 is arranged between two adjacent rigid wall units 1, and the lateral ends of the flexible passive protection net 2 are fixed on the installation groove by detachable installation components. By arranging rigid wall units 1 and flexible passive protective nets 2 at intervals, not only the transportation and construction difficulties of rigid wall materials on steep slopes are solved, but also the difficult problem of drainage caused by slope soil is solve...

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Abstract

The invention provides a falling rock resisting wall structure and a construction method. The falling rock resisting wall structure and the construction method aim at effectively reducing the difficulty in construction of a rigid wall in steep terrain, and avoiding water draining difficulty caused by soil in side slopes; the construction is simple; and the resisted fallen rocks can be convenientlyremoved. The falling rock resisting wall structure comprises a rigid wall body which is fixedly arranged on the protecting slope surface, and the rigid wall body comprises rigid wall body units whichare transversely arranged at intervals; vertical extending mounting walls are formed in the inner side wall surfaces of the end parts of all rigid wall body units; a flexible driven protecting net isarranged between every two adjacent rigid wall body units; and two transverse ends of the flexible driven protecting net are fixed to the mounting grooves through dismountable mounting components.

Description

technical field [0001] The invention relates to protective engineering, in particular to a rockfall retaining wall structure. Background technique [0002] Dangerous rockfall is widely distributed in mountainous areas, and retaining walls are widely used in practical engineering. Traditional retaining walls usually adopt mortar rubble or concrete structures, and drainage holes are set at intervals in the lower part of the structure. The following problems exist in the traditional rock-blocking wall: (1) The masonry stone or concrete materials are used for all the openings, and the material handling volume of the rock-blocking wall is large, the construction on steep slopes is difficult, and the investment is large; (2) the drainage holes arranged at intervals in the lower part of the rock-blocking wall are It is very easy to be blocked under the action of slope soil; (3) it is difficult to remove the falling rocks stopped by the inner side of the stone wall, and the efficien...

Claims

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Application Information

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IPC IPC(8): E01F7/04E02D29/02
CPCE01F7/045E02D29/0266
Inventor 姚裕春刘剑光程云刘菀茹肖朝乾张东卿封志军袁报张耀
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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