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Rapid box dam device for underground reservoir and manufacturing method thereof

A technology of underground reservoirs and manufacturing methods, applied in water conservancy projects, sea area projects, coastline protection, etc., can solve problems such as slow speed, unstable environment of underground roadways, poor water-proof performance, etc., achieve huge economic benefits and safety guarantees, and improve Water-proof effect and sealing performance, effect of reducing construction and drainage costs

Inactive Publication Date: 2019-04-09
ANHUI UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the underground reservoir cannot be as good as that on the ground, and at the same time, the underground reservoir cannot tolerate failures such as water inrush. Therefore, the artificial dam body of the coal mine underground reservoir is very important. All the current artificial dam methods are piled up with sand and gravel underground. The artificial dam body takes 1-2 months from construction to use, which greatly increases the construction and drainage costs of the reservoir; and due to the unstable environment of the underground roadway, large-scale construction equipment cannot be transported underground. It is narrow, and it is impossible to provide space for large-scale construction equipment. At present, most of the water-proof materials for underground reservoirs in coal mines are piled with bricks, sand and pebbles, supplemented by secondary water-proof operations such as concrete spraying, so as to build the dam body The disadvantages such as slow speed, poor water-proof performance and poor water-proof effect on the top of the dam body are all displayed; rapid dam can bring huge economic benefits and safety guarantees
The invention patent with the application number CN201711223082.6 discloses a connection structure between the artificial dam body of the underground reservoir and the coal pillar dam body. This invention improves the connection strength and stability, and simplifies the construction process. The artificial dam body of the underground reservoir is difficult, the water-proof effect and sealing performance of the artificial dam body of the underground reservoir, and the long construction time

Method used

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  • Rapid box dam device for underground reservoir and manufacturing method thereof
  • Rapid box dam device for underground reservoir and manufacturing method thereof
  • Rapid box dam device for underground reservoir and manufacturing method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0028] A quick dam device for an underground reservoir, such as Figure 1-7 As shown, it includes roof 1, trapezoidal dam body 2 and artificial dam body 3. The bottom of roof plate 1 is provided with trapezoidal dam body. 2. The bottom of the trapezoidal dam body 2 is provided with an artificial dam body 3. The artificial dam body 3 is assembled from dam body modules a 31 and b 32, wherein the size of the dam body module a 31 is 500*500*500mm in length, width and height, and the dam body The four parallel sides of modules a 31 and b 32 are provided with a 1 / 4 cylindrical aqueduct 311 with a radius of 20mm, the length of the aqueduct 311 is 500mm, and a sliding shaft is provided in the middle of the front side of the dam module b 32 The radius of 321 is 100mm; The inclination angle above the trapezoidal dam body 2 is consistent with the angle of the top plate 1, which is 5°.

[0029] Preferably, the dam body modules a 31 and b 32 are composed of internal lightweight foam brick...

Embodiment 2

[0035] A quick dam device for an underground reservoir, such as Figure 1-7 As shown, it includes roof 1, trapezoidal dam body 2 and artificial dam body 3. The bottom of roof plate 1 is provided with a trapezoidal dam body. 2. The bottom of the trapezoidal dam body 2 is provided with an artificial dam body 3. The artificial dam body 3 is assembled by dam body modules a 31 and b 32, wherein the size of the dam body module a 31 is 800*800*800mm in length, width and height, and the dam body The four parallel sides of modules a 31 and b 32 are provided with a 1 / 4 cylindrical aqueduct 311 with a radius of 32 mm, the aqueduct 311 is 800 mm in length, and a sliding shaft is provided in the middle of the front side of the dam body module b 32 The radius of 321 is 140mm; The inclination angle above the trapezoidal dam body 2 is consistent with the angle of the top plate 1, which is 5°.

[0036] Preferably, the dam body modules a 31 and b 32 are composed of internal lightweight foam bric...

Embodiment 3

[0042] A quick dam device for an underground reservoir, such as Figure 1-7 As shown, it includes roof 1, trapezoidal dam body 2 and artificial dam body 3. The bottom of roof plate 1 is provided with trapezoidal dam body. 2. The bottom of the trapezoidal dam body 2 is provided with an artificial dam body 3. The artificial dam body 3 is assembled from dam body modules a 31 and b 32, wherein the size of the dam body module a 31 is 500*500*500mm in length, width and height, and the dam body The four parallel sides of modules a 31 and b 32 are provided with a 1 / 4 cylindrical aqueduct 311 with a radius of 20mm, the length of the aqueduct 311 is 500mm, and a sliding shaft is provided in the middle of the front side of the dam module b 32 The radius of 321 is 100mm; The inclination angle above the trapezoidal dam body 2 is consistent with the angle of the top plate 1, which is 4°.

[0043] Preferably, the dam body modules a 31 and b 32 are composed of internal lightweight foam brick...

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Abstract

The invention discloses a rapid box dam device for an underground reservoir. The rapid box dam device comprises a top plate, a trapezoidal dam body and an artificial dam body, wherein the trapezoidaldam body is arranged at the bottom of the top plate; the artificial dam body is arranged at the bottom of the trapezoidal dam body; the artificial dam body is assembled by dam body modules a and b; 1 / 4 cylindrical water diversion channels are arranged on four parallel sides of the dam body modules a and b respectively; a sliding shaft is arranged at the middle part of the front side of the dam body module b; the side inclination angle above the trapezoidal dam body is the same as the top brushing angle of the top plate, and the angles are 4 to 7 degrees respectively; and a sliding passage forthe sliding shaft to slide is formed in the bottom of the trapezoidal dam body. The invention also discloses a method for manufacturing the rapid box dam device for the underground reservoir. The construction and drainage cost of the reservoir is greatly reduced, and the period and cost of constructing the reservoir are also reduced.

Description

technical field [0001] The invention relates to the field of underground reservoir construction, in particular to a rapid dam surrounding device for an underground reservoir and a manufacturing method thereof. Background technique [0002] In coal mining, it is important to store groundwater resources and build coal mine underground reservoirs, which will be used in the future through pumping pipelines, especially for water-scarce areas in the west. [0003] At present, the surface reservoir safety monitoring technology is perfect, including various dam body monitoring technical standards and regulations, such as the equipment technical conditions of the dam safety automatic monitoring system, the technical specifications for the safety monitoring of concrete dams and earth-rock dams, and the safety inspection of hydraulic steel gates and hoists Technical regulations, etc. In addition, the Ministry of Water Resources has also formulated a number of safety management regulati...

Claims

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Application Information

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IPC IPC(8): E02B7/00E02B3/16
CPCE02B3/16E02B7/00
Inventor 庞冬冬牛心刚李传明袁昌宇王晓梅杨洪强常雨梦堵亚杰陈文君
Owner ANHUI UNIV OF SCI & TECH