阅读说明：本技术 一种煤矿地下水库装配式弧形人工坝体及其构筑方法 (Assembled arc-shaped artificial dam body of coal mine underground reservoir and construction method thereof ) 是由 徐超 吴世敏 王凯 杨通 赵春雨 郭琳 郭海军 赵伟 于 2021-09-24 设计创作，主要内容包括：本发明公开了一种煤矿地下水库装配式弧形人工坝体及其构筑方法,在相邻煤柱坝体之间设置有人工坝体,所述人工坝体由坝体基座、两侧翼板和弧形坝体组成,所述坝体基座、翼板和弧形坝体均是由若干模块装配而成,坝体基座有凹槽将两侧翼板和弧形坝体嵌入,两侧翼板同样有凹槽将弧形坝体嵌入,坝体基座与翼板设置有锚杆,可以将人工坝体与周围岩体形成稳定的整体。弧形坝体的凸面朝向地下水库,将力部分分解到两侧煤柱坝体上减少了坝体的直接受力,从而降低坝体厚度。本发明通过对人工坝体尺寸的定量化,在地面建造标准化坝体模块,井下快速装配,解决了煤矿地下水库施工周期长和制造成本高的问题,并且能够防止坝体发生失稳破坏、渗水。(The invention discloses an assembled arc-shaped artificial dam for a coal mine underground reservoir and a construction method thereof. The convex surface of the arc dam faces the underground reservoir, and the force is partially decomposed to the coal pillar dams on the two sides, so that the direct stress of the dams is reduced, and the thickness of the dams is reduced. According to the invention, through quantification of the size of the artificial dam, the standardized dam module is built on the ground, and the underground dam is quickly assembled, so that the problems of long construction period and high manufacturing cost of the coal mine underground reservoir are solved, and instability damage and water seepage of the dam can be prevented.)

1. An assembled arc artificial dam body of a coal mine underground reservoir and a construction method thereof are characterized in that: the assembled arc-shaped artificial dam body of the coal mine underground reservoir consists of a dam body base, two side wing plates and an arc-shaped dam body.

2. The assembled curved artificial dam for a coal mine underground reservoir as claimed in claim 1, wherein said dam foundation is assembled from a plurality of dam foundation modules. Be provided with dam body base anchor rod hole on the dam body base module, squeeze into the stock through these anchor rod holes to the bottom plate coal rock, the stock passes the not hard up region of bottom plate country rock inserts in stable rock mass, makes dam body base and bottom plate country rock form wholly, avoids taking place to destroy the integrality of dam body after the displacement.

3. The fabricated curved artificial dam for a coal mine underground reservoir as claimed in claim 1, wherein said wing plate is fabricated from a plurality of wing plate modules. The wing plate module is provided with wing plate anchor rod holes, anchor rods are driven into the coal pillar dam body through the anchor rod holes, the anchor rods penetrate through a loosening area of the coal pillar dam body and are inserted into a stable rock body to enable the wing plates and the coal pillar dam body to form a whole, and the integrity of the dam body is prevented from being damaged after displacement.

4. The assembled arc-shaped artificial dam for the coal mine underground reservoir as claimed in claim 1, wherein the arc-shaped dam is assembled by a plurality of arc-shaped dam modules, the convex surface of the arc-shaped dam faces the underground reservoir, the inner and outer arcs of the arc-shaped dam are concentric arcs, and the central angles are the same.

5. The assembled arc-shaped artificial dam for the coal mine underground reservoir as claimed in claims 1-4, wherein the dam base module is provided with a groove for embedding the two side wing plates and the arc-shaped dam into the groove, and the wing plate template is provided with a groove for embedding the arc-shaped dam into the groove, so as to form a complete artificial dam.

6. The assembled arc-shaped artificial dam for the coal mine underground reservoir as claimed in claim 4, wherein a plurality of connecting grooves are arranged at the inner and outer edges of the arc-shaped dam module, and the connecting grooves are connected by arc-shaped bolts and are used for connecting the upper, lower, left and right arc-shaped dam modules to form a complete arc-shaped dam.

7. The assembled arc-shaped artificial dam for the coal mine underground reservoir as claimed in claim 1, wherein the artificial dam is close to one side of the underground reservoir, waterproof paint is sprayed on the whole artificial dam and the joint extending part of the artificial dam and the coal pillar dam, and a waterproof layer is arranged to prevent water source leakage of the underground reservoir.

8. The method for constructing the assembled arc-shaped artificial dam body of the coal mine underground reservoir as claimed in claims 1 to 7, which is characterized by comprising the following steps:

s001, cleaning the upper parts of the coal pillar dams at the two sides, and cleaning the loose and seriously damaged rock bodies to enable the distance between the coal pillar dams at the two sides to be integral multiple of the dam body base module.

S002, performing side cleaning on the top and bottom plate surrounding rocks (particularly cleaning loose and seriously broken rocks by the top plate surrounding rocks), and enabling the distance between the top and bottom plate surrounding rocks to be integral multiples of the wing plate module and the arc dam body module.

And S003, mounting the dam body base module, and quickly assembling according to the pre-designed size and position.

S004, drilling an anchor rod into the surrounding rock of the bottom plate at the anchor rod hole of the installed dam body base module, enabling the anchor rod to penetrate through a loosening area of the surrounding rock of the coal bottom plate and be inserted into a stable rock body to enable the dam body base and the surrounding rock of the bottom plate to form a whole, and anchoring the anchor rod on the dam body base.

S005, installing the wing plate modules on the two sides, and quickly assembling from bottom to top according to the pre-designed size and position.

S006 is to drive an anchor rod into the coal pillar dam body at the anchor rod hole of the installed wing plate module on two sides, the anchor rod penetrates through the loosening area of the coal pillar dam body and is inserted into the stable rock body to enable the wing plates and the coal pillar dam body to form a whole, and the anchor rod is anchored on the wing plates.

S007 is provided with arc dam body modules, and the arc dam body modules are quickly assembled from bottom to top and from two sides to the middle. Firstly, mounting a bottommost arc dam body module, and when mounting adjacent modules, connecting and fastening the inner and outer connecting grooves of the modules by passing arc bolts through connecting holes of the adjacent modules; when the lower layer of arc dam body module is installed, the upper layer module can be installed, and when the upper layer module and the lower layer module are installed, the connection holes of the adjacent layer modules are penetrated through by arc bolts at the inner connection groove and the outer connection groove of the modules for connection and fastening.

S008 grouting is performed at gaps among the assembled artificial dam body, the coal pillar dam body, the top and bottom surrounding rocks, so that the artificial dam body is tightly connected with surrounding rocks, and the integrity of the dam body is improved.

S009 grouting the anchor rod holes, the connecting grooves and the grooves in the assembled artificial dam body to prevent the anchor rod and the arc bolt from being corroded and damaged and enhance the durability.

And S010, a waterproof coating is sprayed on one side of the artificial dam body, which is close to the underground reservoir, of the whole artificial dam body and the joint extending part of the whole artificial dam body and the coal pillar dam body, and a waterproof layer is arranged to prevent the water source of the underground reservoir from leaking.

Technical Field

The invention relates to the technical field of underground reservoir construction, in particular to an assembled arc-shaped artificial dam body of a coal mine underground reservoir and a construction method thereof.

Background

The coal-rich and water-poor coal mining method is characterized by natural resources in western regions of China, large-scale and high-strength coal mining can cause a large amount of mine water to be discharged, about two tons of mine water can be generated per one ton of coal mining on average, so that not only can the western underground water resources be greatly lost, but also the surrounding environment can be polluted. In order to solve the contradiction between the water resource protection and the utilization rate of coal resources, the concept of 'guiding storage and utilization' of mine water is put forward in part of mining areas, a goaf formed by coal mining is used as a water storage space, and a protective coal pillar and a dam body constructed manually are used as an underground reservoir dam body.

The coal mine underground reservoir has the advantages of no land occupation, large storage capacity, small evaporation capacity, safety, reliability and the like, can avoid the outward discharge of mine water, and solves the problems of small precipitation and large evaporation capacity in western energy 'golden triangle' areas.

The safety and reliability of the dam body of the coal mine underground reservoir are the prerequisite for preventing water inrush accidents, and the artificial dam body is an important part of the dam body of the underground reservoir. At present, most of artificial dam body construction methods are to cut between coal pillar dam bodies on two sides, pour concrete after a template is erected, demolish the template after the concrete is well cured and perform waterproof treatment, and the side part of the artificial dam body, namely the joint of the artificial dam body and the coal pillar dam body, is easy to have local dam body instability and water seepage phenomena in actual use, so that certain influence is caused on actual safe use; and because the influence of unstable tunnel environment in the pit, large-scale construction equipment can not transport in the pit, simultaneously, because the operating space is narrow and small, also can not provide place space for large-scale construction equipment. Therefore, the construction period of the artificial dam can be as long as several months, and the construction cost of the reservoir and the mine water discharge cost and the environmental pollution cost in the construction period are greatly improved.

Therefore, there is a need to design an artificial dam for an underground reservoir of a coal mine and a construction method thereof, which have the advantages of high construction speed, construction cost saving and capability of preventing the dam from being unstably damaged and seeped, so as to solve the problems and the defects in the prior art.

Disclosure of Invention

The invention provides an assembled arc-shaped artificial dam for a coal mine underground reservoir and a construction method thereof, aiming at the problems that the existing coal mine underground reservoir is long in construction period and high in construction cost, and a dam body is easy to be subjected to instability damage and water seepage.

In order to solve the above problems, the present invention provides the following technical solutions:

the assembled arc-shaped artificial dam body of the coal mine underground reservoir is positioned between adjacent coal pillar dam bodies and comprises a dam body base, two side wing plates and an arc-shaped dam body.

The dam body base is formed by assembling a plurality of dam body base modules, grooves are formed in the dam body base modules, and the wing plates on the two sides and the arc-shaped dam body can be embedded into the grooves to form a complete artificial dam body. Be provided with dam body base anchor rod hole on the dam body base module, when the installation, squeeze into the stock through these anchor rod holes to the bottom plate coal rock, the stock passes the not hard up region of bottom plate country rock inserts in stable rock mass, makes dam body base and bottom plate country rock form wholly, avoids taking place to destroy the integrality of dam body after the displacement. The anchor rod is arranged to form a bottom plate seepage-resisting area, so that seepage of the reservoir is prevented.

The wing plate is formed by assembling a plurality of wing plate modules, the wing plate modules are provided with grooves, and the arc-shaped dam body can be embedded into the grooves. And wing plate anchor rod holes are formed in the wing plate modules, anchor rods are driven into the coal pillar dam body through the anchor rod holes when the coal pillar dam body is installed, the anchor rods penetrate through a loosening area of the coal pillar dam body and are inserted into a stable rock body to enable the wing plates and the coal pillar dam body to form a whole, and the integrity of the dam body is prevented from being damaged after displacement. The two-wing seepage-resisting area can be formed by arranging the anchor rod, so that the seepage of the reservoir is prevented.

The arc dam body is formed by assembling a plurality of arc dam body modules, the convex surface of the arc dam body faces to the underground reservoir, the concrete dam body is prevented from only bearing large shearing force, direct stress of the dam body is reduced, force is partially decomposed to the coal pillar dam bodies on two sides, partial shearing force is converted into pressure which can be borne by concrete and anchor rods, the thickness of the artificial dam body is reduced, and cost is saved. The arc-shaped dam body is partially embedded into the dam body base and the wing plates at the two sides to form a complete artificial dam body. The inner arc and the outer arc of the arc-shaped dam body are concentric arcs, and the central angles are the same. The edge inside and outside the arc dam body module all is provided with a plurality of spread grooves, uses arc bolted connection in the spread groove for connect the arc dam body module of upper and lower left and right sides, forms complete arc dam body.

Preferably, a layer of rubber pad is arranged in the grooves of the dam body base and the wing plates on the two sides and used for protecting the arc dam body and preventing the modules from being damaged due to overlarge local pressure at the joints of the modules caused by different precision when the modules are manufactured by different molds.

Preferably, the wing plate and the arc-shaped dam are embedded into the groove of the dam base, the cross sections of the wing plate and the arc-shaped dam are different in size, and the arc-shaped dam is arc-shaped, so that the groove position and the size of the dam base module are different, and the die needs to be adjusted.

Preferably, waterproof paint is sprayed on one side of the artificial dam body, close to the underground reservoir, of the whole artificial dam body and the joint extending part of the artificial dam body and the coal pillar dam body, and a waterproof layer is arranged to prevent water source leakage of the underground reservoir.

The technical scheme of the invention also provides a method for constructing the assembled arc artificial dam body of the coal mine underground reservoir, which comprises the following steps:

s001, cleaning the upper parts of the coal pillar dams at the two sides, and cleaning the loose and seriously damaged rock bodies to enable the distance between the coal pillar dams at the two sides to be integral multiple of the dam body base module.

S002, performing side cleaning on the top and bottom plate surrounding rocks (particularly cleaning loose and seriously broken rocks by the top plate surrounding rocks), and enabling the distance between the top and bottom plate surrounding rocks to be integral multiples of the wing plate module and the arc dam body module.

And S003, mounting the dam body base module, and quickly assembling according to the pre-designed size and position.

S004, drilling an anchor rod into the surrounding rock of the bottom plate at the anchor rod hole of the installed dam body base module, enabling the anchor rod to penetrate through a loosening area of the surrounding rock of the coal bottom plate and be inserted into a stable rock body to enable the dam body base and the surrounding rock of the bottom plate to form a whole, and anchoring the anchor rod on the dam body base.

S005, installing the wing plate modules on the two sides, and quickly assembling from bottom to top according to the pre-designed size and position.

S006 is to drive an anchor rod into the coal pillar dam body at the anchor rod hole of the installed wing plate module on two sides, the anchor rod penetrates through the loosening area of the coal pillar dam body and is inserted into the stable rock body to enable the wing plates and the coal pillar dam body to form a whole, and the anchor rod is anchored on the wing plates.

S007 is provided with arc dam body modules, and the arc dam body modules are quickly assembled from bottom to top and from two sides to the middle. Firstly, mounting a bottommost arc dam body module, and when mounting adjacent modules, connecting and fastening the inner and outer connecting grooves of the modules by passing arc bolts through connecting holes of the adjacent modules; when the lower layer of arc dam body module is installed, the upper layer module can be installed, and when the upper layer module and the lower layer module are installed, the connection holes of the adjacent layer modules are penetrated through by arc bolts at the inner connection groove and the outer connection groove of the modules for connection and fastening.

S008 grouting is performed at gaps among the assembled artificial dam body, the coal pillar dam body, the top and bottom surrounding rocks, so that the artificial dam body is tightly connected with surrounding rocks, and the integrity of the dam body is improved.

S009 grouting the anchor rod holes, the connecting grooves and the grooves in the assembled artificial dam body to prevent the anchor rod and the arc bolt from being corroded and damaged and enhance the durability.

And S010, a waterproof coating is sprayed on one side of the artificial dam body, which is close to the underground reservoir, of the whole artificial dam body and the joint extending part of the whole artificial dam body and the coal pillar dam body, and a waterproof layer is arranged to prevent the water source of the underground reservoir from leaking.

Due to the adoption of the technical scheme, the beneficial effects of the invention are as follows:

(1) the invention solves the problem that large construction equipment is difficult to transport underground, and the problem that the artificial dam body of the coal mine underground reservoir can be quickly built in a narrow underground roadway environment, and the built dam body has high speed and good water-resisting performance.

(2) The device can be quickly assembled underground, not only brings great economic benefit and safety guarantee for the quick dam enclosing, but also improves the water-resisting effect and the sealing performance of the dam body, effectively shortens the construction time of the artificial dam body of the underground reservoir, greatly reduces the construction and drainage costs of the reservoir, and also reduces the period and the cost for constructing the reservoir.

(3) The artificial dam body is mainly arc-shaped, force can be transmitted to wing plates on two sides, so that an anchor rod in the coal pillar dam body mainly bears compressive stress and has shear stress, and the anchor rod has the characteristics of tensile resistance and non-shear resistance in the anchoring effect.

(4) The artificial dam body is mainly arc-shaped, the convex surface faces the underground reservoir, the force is partially decomposed to the coal pillar dam bodies on the two sides, and the direct stress of the dam body is reduced, so that the thickness of the dam body can be reduced, the material cost for building the dam body is saved, and the construction cost is reduced.

Drawings

FIG. 1 is a schematic structural diagram of an embodiment of the present invention;

FIG. 2 is a schematic structural diagram of a dam foundation formed by dam foundation modules;

FIG. 3 is a schematic view of a wing structure formed by wing modules;

FIG. 4 is a schematic view of an arc-shaped dam structure formed by four arc-shaped dam modules;

FIG. 5 is a schematic view of a dam foundation structural module;

FIG. 6 is a schematic view of a wing module configuration;

FIG. 7 is a schematic view of an arc dam module;

FIG. 8 is a top view of one embodiment of the present invention;

FIG. 9 is a front view of one embodiment of the present patent;

graphic notation: 1. a pillar dam body; 2. roof surrounding rock; 3. surrounding rocks of the bottom plate; 4. a dam body base; 5. a wing plate; 6. an arc-shaped dam body; 7. an underground reservoir; 8. an anchor rod; 9. a roadway; 10. a waterproof layer; 41. a dam body base module; 42. an anchor rod hole of a dam body base; 43. a dam body base groove; 51. a wing panel module; 52. a wing plate anchor rod hole; 53. a wing plate groove; 61. an arc dam body module; 62. connecting grooves; 63. connecting holes; 64. an arc bolt.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the embodiments of the present invention are described in further detail below with reference to the embodiments and the accompanying drawings. The exemplary embodiments and descriptions of the present invention are provided to explain the present invention, but not to limit the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the device, component, or structure referred to must have a particular orientation, be constructed or operated in a particular orientation, and should not be construed as limiting the present invention.

The following will further explain the specific implementation method of the present invention with reference to the attached drawings.

As shown in fig. 1 and 8, an artificial dam provided in an embodiment of the present invention includes a dam base 4, two side wing plates 5, and an arc-shaped dam 6, which are built between pillar dams 1 on the left and right sides of a roadway 9, and are used for isolating an underground reservoir 7 from the roadway 9 and plugging a water source in the underground reservoir 7.

As shown in fig. 2 and 5, the dam foundation 4 is assembled by a plurality of dam foundation modules 41, each dam foundation module is provided with a dam foundation groove 43, and the two side wing plates 5 and the arc-shaped dam 6 can be embedded in the grooves 43 to form a complete artificial dam. The dam body base module 41 is provided with dam body base anchor rod holes 42, when the dam body base module is installed, anchor rods 8 are driven into the bottom plate coal rock 3 through the anchor rod holes, the anchor rods 8 penetrate through the loosening areas of the bottom plate surrounding rock 3 and are inserted into stable rock mass, so that the dam body base 4 and the bottom plate surrounding rock 3 form a whole, and the integrity of a dam body is prevented from being damaged after displacement occurs.

As shown in fig. 3 and 6, the wing plate 5 is assembled by a plurality of wing plate modules 51, and a wing plate groove 53 is formed in the wing plate module, so that the arc-shaped dam body 6 can be embedded in the groove 53. The wing plate module 51 is provided with wing plate anchor rod holes 52, when in installation, anchor rods 8 are driven into the coal pillar dam body 1 through the anchor rod holes, the anchor rods 8 penetrate through a loosening area of the coal pillar dam body 1 and are inserted into a stable rock body to enable the wing plates 5 and the coal pillar dam body 1 to form a whole, and the integrity of the dam body is prevented from being damaged after displacement occurs.

As shown in fig. 4 and 7, the arc-shaped dam body 6 is formed by assembling a plurality of arc-shaped dam body modules 61, the convex surface of the arc-shaped dam body 6 faces the underground reservoir 7, so that the concrete dam body is prevented from only bearing large shearing force, the direct stress of the dam body is reduced, the force is partially decomposed to the coal pillar dam bodies 1 on the two sides, part of the shearing force is converted into pressure which can be borne by concrete and anchor rods, the thickness of the artificial dam body is reduced, and the cost is saved. The arc-shaped dam body 6 is partially embedded into the dam body base 4 and the wing plates 5 at the two sides to form a complete artificial dam body. The inner arc and the outer arc of the arc dam body 6 are concentric arcs, and the central angles are the same. The inner edge and the outer edge of the arc-shaped dam body module 61 are respectively provided with a plurality of connecting grooves 62, the connecting grooves are connected by arc-shaped bolts 64 and are used for connecting the upper, lower, left and right arc-shaped dam body modules 61 to form a complete arc-shaped dam body 6.

In this embodiment, the distance between two adjacent pillar dams 1 is 500cm, the distance between the top and bottom plate surrounding rocks 2 and 3 is 300cm, the size of the dam base module 41 is 50cm × 200cm × 50cm, the size of the wing plate module 51 is 50cm × 100cm × 50cm, the radius of the arc dam 6 is 900cm, the central angle is 60 °, the size of one arc dam module 61 is 50 pi cm, the width is 50cm, and the height is 50 cm. Two module grooves 43 near the edges of the dam body base 4 are 50cm long, 100cm wide, and the other module grooves in the middle are 50cm wide and 25cm deep; the shape of the wing plate module groove 53 is matched with that of the arc dam body module 61 and is in a double-arc-edge trapezoid shape, the depth of an upper bottom arc edge is 30cm, and the depth of a lower arc edge is 5 cm. Two ends of the dam body base module 41 and the wing plate module 51 are respectively provided with an anchor rod hole, and the depth of the anchor rod 8 which is driven into the coal pillar dam body 1 and the bottom plate surrounding rock 3 is 150 cm.

Preferably, a layer of rubber pad is arranged in the grooves 43 and 53 of the dam body base 4 and the wing plates 5 on the two sides, and is used for protecting the arc dam body and preventing the module from being damaged due to overlarge local pressure at the joint of the module caused by different module manufacturing precisions.

Preferably, the wing plate 5 and the arc-shaped dam 6 are embedded into the groove 43 of the dam base 4, the cross-sectional sizes of the wing plate 5 and the arc-shaped dam 6 are different, and the arc-shaped dam 6 is arc-shaped, so that the position and the size of the groove 41 of the dam base module 41 are different, and the die needs to be adjusted.

Preferably, waterproof paint is sprayed on one side of the artificial dam body, which is close to the underground reservoir 7, of the whole artificial dam body and the joint extending part of the artificial dam body and the coal pillar dam body 1, a layer of waterproof layer 10 is arranged to prevent water source leakage of the underground reservoir 7, the waterproof layer is polymer cement-based waterproof paint which is a two-component waterproof paint formed by compounding liquid materials and matched powder materials (consisting of special cement and graded sand), wherein the liquid materials are formed by optimally combining synthetic high molecular polymer emulsion (such as polyacrylate, polyvinyl acetate and styrene butadiene rubber emulsion) and various additives, and the waterproof material has high elasticity and good durability of inorganic materials. Has the advantages of convenient construction, low cost, short construction period, no toxicity, environmental protection and the like.

The technical scheme of the invention also provides a method for constructing the assembled arc artificial dam body of the coal mine underground reservoir, which comprises the following steps:

s001, cleaning the sides of the coal pillar dams 1 on the two sides, and cleaning loose and seriously damaged rock bodies to enable the distance between the coal pillar dams 1 on the two sides to be integral multiple of the dam base module 41.

S002, performing side cleaning on the top and bottom surrounding rocks 2 and 3 (particularly, the top surrounding rock 2 cleans loose and seriously broken rocks), and enabling the distance between the top and bottom surrounding rocks 2 and 3 to be integral multiple of the wing plate module 51 and the arc dam body module 61.

And S003, mounting the dam body base module 41, and quickly assembling according to the pre-designed size and position.

S004, drilling and driving an anchor rod 8 into the floor surrounding rock 3 at an anchor rod hole 42 of the installed dam body base module 41, enabling the anchor rod to penetrate through a loosening area of the floor surrounding rock, inserting the anchor rod into a stable rock body to enable the dam body base 4 and the floor surrounding rock 3 to form a whole, and anchoring the anchor rod 8 on the dam body base 4.

S005 installing the two-side wing plate module 51, and performing rapid assembly from bottom to top according to the pre-designed size and position.

S006 is to drill a bolt 8 into the coal pillar dam body 1 at the bolt hole 52 of the installed two side wing plate modules 51, the bolt penetrates through the loosening area of the coal pillar dam body and is inserted into the stable rock mass to enable the wing plates 5 and the coal pillar dam body 1 to form a whole, and the bolt 8 is anchored on the wing plates 5.

And S007 is used for installing the arc dam body module 61 and carrying out rapid assembly from bottom to top and from left to right. Firstly, mounting the arc dam body module at the bottommost layer, and when mounting adjacent modules, connecting and fastening the inner and outer connecting grooves 62 of the modules by using arc bolts 64 through the connecting holes 63 of the adjacent modules; when the lower layer of arc dam body module is installed, the upper layer module can be installed, and when the upper layer module and the lower layer module are installed, the inner connecting groove 62 and the outer connecting groove 62 of the module 61 are connected and fastened by passing through the connecting holes 63 of the adjacent modules through arc bolts 64.

S008 grouting is performed at gaps between the installed artificial dam body and the coal pillar dam body 1 and between the top and bottom surrounding rocks 2 and 3, so that the artificial dam body is tightly connected with the surrounding rocks, and the integrity of the dam body is improved.

S009 the anchor rod holes (42, 52), the connecting grooves 62 and the grooves (43, 53) on the installed artificial dam body are grouted, so that the anchor rods 8 and the arc-shaped bolts 64 are prevented from being corroded and damaged, and the durability is enhanced.

S010 sprays waterproof paint on one side of the artificial dam body close to the underground reservoir 7, the whole artificial dam body and the joint extending part of the artificial dam body and the coal pillar dam body 1, and a layer of waterproof layer 10 is arranged to prevent water source leakage of the underground reservoir 7.

It should be noted that the respective sizes of the modules are not limited to those of the present embodiment, and the anchor depth and the waterproof material are not limited to those of the present embodiment.

Thus, it should be understood by those skilled in the art that while exemplary embodiments of the present invention have been illustrated and described in detail herein, many other variations and modifications can be made, which are consistent with the principles of the invention, from the disclosure herein, without departing from the spirit and scope of the invention. Accordingly, the scope of the invention should be understood and interpreted to cover all such other variations or modifications.