Open-pit mine slope anti-seepage drainage system

A technology of anti-seepage drainage and open-pit mines, which is applied in construction, excavation, and infrastructure engineering, etc., can solve problems such as large differences in slope length and width, affect slope stability, and easy tearing of gravel and film, and achieve structural Reasonable, high promotion and application value, and the effect of avoiding the damage of the anti-seepage layer

Inactive Publication Date: 2018-11-06
KUNMING UNIV OF SCI & TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

As the weathering degree of the slope surface deepens, the weathering speed will further accelerate. As far as the slope rock mass is concerned, if the slope is not properly protected, the surface of the rock mass will be weathered and peeled off, and the weathering will continue to deepen, affecting the stability of the slope.
At present, for the

Method used

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  • Open-pit mine slope anti-seepage drainage system
  • Open-pit mine slope anti-seepage drainage system
  • Open-pit mine slope anti-seepage drainage system

Examples

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Embodiment

[0048] like Figure 1 to Figure 6 As shown in the figure, an anti-seepage drainage system for an open-pit mine slope described in this embodiment includes an anti-seepage layer, an anchoring ditch 2 at the top of the slope, and a drainage ditch 3 at the foot of the slope. The other end extends to the drainage ditch 3 at the foot of the slope, and covers the side wall and the bottom of the drainage ditch 3 at the foot of the slope. The anti-seepage layer is fixed by the external pressure of the steel wire rope 4.

[0049] The impermeable layer here includes the upper impermeable layer, the lower impermeable layer, and the drainage ditch 3 at the foot of the slope. The top of the upper impermeable layer extends to the anchor ditch 2 at the top of the slope, and the bottom end overlaps with the top of the lower impermeable layer. , and the bottom end of the upper impermeable layer is located above the top of the lower impermeable layer, and the bottom end of the lower impermeable...

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Abstract

The invention discloses an open-pit mine slope anti-seepage drainage system comprising an impermeable layer, a slope top anchoring ditch and a slope toe drainage ditch. One end of the impermeable layer is laid down the slope from the slope top anchoring ditch, and the other end of the impermeable layer extends to the slope toe drainage ditch, and is laid on the side wall and bottom of the slope toe drainage ditch completely; the impermeable layer is externally pressed and fixed by wire ropes, and the wire ropes comprise a longitudinal wire rope and a horizontal wire rope; the longitudinal wirerope is vertically connected to the horizontal wire rope, and the top end of the longitudinal wire rope is fixed in the slope top anchoring ditch; and the bottom end of the longitudinal wire rope extends to the slope toe, and the two ends of the horizontal wire rope are connected to the longitudinal wire rope separately. The anti-seepage drainage system has the advantages of the rational structure, low technical risk and high practicability, and the engineering cost can be saved; and the anti-seepage drainage system has higher promotion and application value in the slope protection engineering.

Description

technical field [0001] The invention belongs to the technical field of slope anti-seepage protection engineering, and in particular relates to a slope anti-seepage drainage system in an open-pit mine. Background technique [0002] Slope stability is greatly affected by rainfall infiltration. The reason why rainfall is an important factor leading to slope instability is mainly because rainfall infiltrates into the rock mass from the surface and further increases the pore water pressure, which is extremely unfavorable for slope stability. On the other hand, the physical and mechanical properties of the rock and soil will change after the rock mass is soaked in water, and the strength will decrease, that is, the phenomenon of hydration will occur, which will lead to the easy instability of the rock and soil mass. [0003] There has always been such a problem in the anti-seepage engineering of high slopes in open-pit mines. The method of concrete shotcrete is used for protection...

Claims

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Application Information

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IPC IPC(8): E02D17/20E02D19/00
CPCE02D17/20E02D17/202E02D19/00
Inventor 芦涌峰侯克鹏蒋军张凤婷
Owner KUNMING UNIV OF SCI & TECH
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