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Joint-free continuous in-situ diaphragm wall construction device and curtain construction method

A jointless, anti-seepage wall technology, used in construction, sheet pile wall, infrastructure engineering, etc., can solve the problems of poor water interception efficiency, large number of water interception curtain joints, insufficient strength of curtain wall, etc., to reduce mechanical occupation. land, realize harmless utilization, and reduce the effect of leakage points

Active Publication Date: 2022-03-15
XIAN RES INST OF CHINA COAL TECH& ENG GROUP CORP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In view of the deficiencies in the prior art, the object of the present invention is to provide a jointless continuous in-situ anti-seepage wall construction device and a curtain construction method to solve the problem of insufficient strength of the curtain wall and the large number of joints of the water-cutting curtain in the prior art. Technical problems of poor interception efficiency

Method used

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  • Joint-free continuous in-situ diaphragm wall construction device and curtain construction method
  • Joint-free continuous in-situ diaphragm wall construction device and curtain construction method

Examples

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Effect test

Embodiment 1

[0096] An open-pit coal mine is covered with a sandy pebble layer on the water-rich aquifer layer. The pebble particle size is 5-150mm, the aquifer thickness is 30-50m, the permeability coefficient is 10-100m / d, and the drainage volume of the pit is tens of thousands of m 3 / d, the groundwater level drops by 40-80m. In order to protect the ecological groundwater level and groundwater resources of open-pit coal mines, cut-off curtains are used to construct water-cutting curtains to trap open-pit coal mine pits and isolate the hydraulic connections between the pits and the external strata.

[0097] Step 1: According to the engineering geology and hydrogeological characteristics of the open-pit coal mine, determine the starting point, design direction and end position of the water-cutting curtain, the thickness of the water-cutting curtain is 0.8m, and the depth of the water-cutting curtain is 50m. In the layer of mudstone, the open pit is trapped in the water cut-off curtain;

...

Embodiment 2

[0110] The lateral recharge aquifer in an underground coal mine is mainly a thick sand layer, the aquifer thickness is 80-100m, the sandstone compressive strength is 20MPa, the permeability coefficient is 3m / d, and the mine water inflow is tens of thousands of m 3 / d. In order to protect the ecological groundwater level and groundwater resources of the underground coal mine, the cut-off curtain is constructed by using the anti-seepage wall to isolate the hydraulic connection between the working face of the underground coal mine and the outer sandstone aquifer.

[0111] Step 1: According to the engineering geology and hydrogeological characteristics of underground coal mines, determine the starting position, design forward direction and end position of the water-cutting curtain, the thickness of the water-cutting curtain is 1.0m, and the depth of the water-cutting curtain is 100m. In the mudstone of the water layer, the top of the cut-off wall is located in the red clay of the ...

Embodiment 3

[0124] The strata in the area where a certain tailings reservoir is located are mainly silt, sand, and clay. The thickness of the silt and sand layers is 50-60m, and the permeability coefficient is 0.15m / d. In order to solve the problem of groundwater pollution by the seepage of the tailings reservoir and protect the surrounding ecological groundwater level and groundwater resources, the water-cutting curtain is constructed with an anti-seepage wall to isolate the hydraulic connection between the tailings reservoir and the outer silt and sand layers.

[0125] Step 1: According to the engineering geology and hydrogeological characteristics of the tailings mine site, determine the start position, design direction and end position of the water interception curtain, the thickness of the water interception curtain is 0.6m, the depth of the water interception curtain is 60m, and the bottom of the cutoff wall is located at In the mudstone of the water-resisting layer, the top of the c...

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Abstract

The invention discloses a construction device of a joint-free continuous in-situ diaphragm wall and a curtain construction method.The construction device of the joint-free continuous in-situ diaphragm wall comprises a supporting mechanism, a cutting mechanism, a power mechanism, a crushed material collecting and screening mechanism and an anti-seepage material preparing and producing mechanism, and the cutting mechanism is connected with the input end of the crushed material collecting and screening mechanism through a stratum crushed material output pipe; the qualified crushed material output end of the crushed material collecting and screening mechanism is connected with the input end of the anti-seepage material preparing and producing mechanism, and through the cutting mechanism, the power mechanism, the crushed material collecting and screening mechanism and the anti-seepage material preparing and producing mechanism, the depth of the curtain is guaranteed, meanwhile, transverse continuous cutting and grooving construction of the water cut curtain is achieved, and the construction efficiency is improved. The construction efficiency and the water interception effect of the water interception curtain are enhanced; and in the transverse continuous cutting wall forming process, the in-situ material is used for preparing an anti-seepage material, the in-situ anti-seepage wall is formed, and the technical problems that in the prior art, the strength of a curtain wall is insufficient, and the water interception efficiency is poor due to the large number of water interception curtain connectors are solved.

Description

technical field [0001] The invention belongs to the field of open-pit coal mines, and relates to a construction device for cutoff walls, in particular to a jointless continuous in-situ cutoff wall construction device and a curtain construction method. Background technique [0002] There are more than 5,300 open-pit coal mines in my country, with an annual output of about 4 billion tons of coal. Coal mines located in sand and pebble areas with strong water supply and strong recharge have high permeability coefficients and are fed by surface rivers. Pumping wells are often used to pump water and underground drainage methods are used to control or reduce mine pit water levels, and the amount of drainage and precipitation is huge. Long-term dredging has resulted in a large-scale drop in groundwater levels, difficulty in producing water for the surrounding residents, death of shallow vegetation, land desertification, discharge of mine water to pollute surface water bodies, huge c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D19/18E02D5/18E02F5/14E02F7/02E02F7/06
CPCE02D19/18E02D5/187E02F5/145E02F7/02E02F7/06
Inventor 王皓王海苗贺朝周振方佟美玲赵春虎李渊冯龙飞
Owner XIAN RES INST OF CHINA COAL TECH& ENG GROUP CORP
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