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Mine efficient filling retaining wall and construction method thereof

A construction method and retaining wall technology, which can be applied in the direction of filling, mining equipment, earth cube drilling, etc., can solve the problems of shortening the construction time, insufficient strength and firmness of the retaining wall, and unsatisfactory problems, so as to speed up the forming time and shorten the construction time. The effect of coagulation time and convenient operation

Active Publication Date: 2018-11-06
GUIZHOU JINFENG MINING
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the strength and solidity of the retaining wall of this invention may still be insufficient, and cannot meet the requirements of some specific environments, and there are still some shortcomings in terms of being able to quickly complete the pouring construction and shorten the construction time

Method used

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  • Mine efficient filling retaining wall and construction method thereof
  • Mine efficient filling retaining wall and construction method thereof
  • Mine efficient filling retaining wall and construction method thereof

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Embodiment Construction

[0031] The technical solution of the present invention is further described below, but the scope of protection is not limited to the description.

[0032] Such as Figure 1-3 As shown, a mine high-efficiency filling retaining wall includes a skeleton structure layer, a barrier layer and a concrete layer; the skeleton structure layer includes longitudinal reinforcement 5, transverse reinforcement 6, roof and metal mesh 8; the barrier layer and skeleton structure The layers are connected; the concrete layer is located in the middle of the barrier layer; the barrier layer adopts sacks 7; the concrete layer is a sprayed grout body 9; 2. The overflow pipe 3 and the water filter pipe 4; the sprayed grout thickness indicator rod 1 passes through the metal mesh 8 and is located in the concrete layer; the filling pipe 2 and the overflow pipe 3 are respectively located on the upper part of the roof and between each other There are intervals; the water filter pipe 4 is located in the mi...

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Abstract

The invention discloses a mine efficient filling retaining wall and a construction method thereof. The mine efficient filling retaining wall comprises a skeleton structure layer, blocking layers and aconcrete layer. The skeleton structure layer comprises longitudinal ribs, transverse ribs, a top plate and a metal mesh. The blocking layers are connected with the skeleton structure layer, and the concrete layer is located between the blocking layers. The blocking layers adopt jute bags. The concrete layer is made of sprayed concrete. A sprayed concrete thickness point stick, a filling pipe, anoverflow pipe and a water filtering pipe are arranged on the top plate. The sprayed concrete thickness point stick penetrates through the metal mesh to be located in the concrete layer. Materials suchas down-hole wasted steel and the jute bags are sufficiently utilized, meanwhile the construction method further has the advantages of short construction period, simple technological process, convenient operation and the like, the filling efficiency can be effectively improved, and thus safe, economical and efficient production work of a filling mining method is achieved.

Description

technical field [0001] The invention relates to the technical field of underground mining in mines, in particular to a high-efficiency mine filling retaining wall and a construction method thereof. Background technique [0002] With the adjustment of national energy and environmental protection policies, the concept of green mining has been put forward, making the filling and filling mining method applied by more and more mines. [0003] A detachable filling retaining wall with the patent number CN201620171859.3 is now disclosed, including mining access roads, joint lanes, filling pipes and exhaust pipes, which are characterized by steel skeletons, steel mesh and geotextiles; steel skeletons It is composed of columns and beams, and the upper end of the top brace is connected to the beam. The lower end of the top brace is against the bottom plate and fixed with anchor rods; the columns and beams are set in the pre-excavated annular groove, the back of the column is connected ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21F15/04C04B26/14
Inventor 郑禄璟侯俊程文文吴岩佩金开玥王能跃
Owner GUIZHOU JINFENG MINING
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