CN204023529U - Tailings warehouse dam body free-draining device - Google Patents

Abstract

A tailings pond dam body self-flow drainage device belongs to a mine tailings pond, and in particular relates to a safety and stability control device for a tailings pond dam body. The characteristic is that at least two vertical wells are set along the stepped dam surface of the dam body, and water filter pipes with seepage holes are arranged around the vertical wells. The aqueducts are connected with each other, with a slope of 1/60-1/50, and a drainage pipe is installed under the end shaft to connect with the overflow pool, and the overflow pool is provided with an overflow port to connect with the open drainage ditch. The advantages are wide application range and strong adaptability, especially suitable for precipitation in complex terrain; the precipitation range is greatly increased, the precipitation efficiency is high, and the tailings dam body is safe and stable; the device structure is stable, durable, long service life, and low maintenance costs ;The vertical shafts are connected in series, the seepage water flows down from high to low, and there is no power to consume water, saving energy and reducing consumption, and the operating cost is low; it is conducive to safe production in mines and avoids disasters caused by dam collapse.

Description

Self-flowing drainage device for tailings pond dam body

technical field

The utility model belongs to mine tailing ponds, in particular to a safety and stability control device for tailing pond dams.

Background technique

The tailings pond is an important facility for mine production. The safety and stability of the tailings pond dam directly affects production and endangers the personal and property safety of downstream residents. The infiltration line is one of the important control index parameters for the safety and stability of the tailings pond dam body. According to the design requirements, if the infiltration line is greater than 6m, the dam body is in a safe and stable state. Due to the influence of factors such as site selection for the initial construction of the tailings pond and later dam construction, it is easy to cause the local infiltration line of the dam body to be less than 6m, which endangers the safety of the dam body. Heavy casualties, so the control of the dam body seepage line is very cautious. The current devices for controlling the infiltration line of the dam body include: 1. A shaft is arranged vertically on the dam surface, and a drainage pump is installed in the well. The groundwater around the shaft penetrates into the well, and the water in the well is discharged by the water pump. The disadvantages are that the precipitation area is small, the efficiency is low, and drainage requires power. , the operating cost is high, especially when the terrain is complex, the water in the well is difficult to discharge; 2. The well is drilled inclined to the dam surface, the aqueduct is placed in it, and seepage holes are evenly arranged around the aqueduct, and the aqueduct is covered with geotextiles to allow groundwater to permeate The geotextile is infiltrated into the pipe, and the water guide pipe is connected to the vacuum pump, and the water in the pipe is discharged by the vacuum pump. The disadvantage is that the precipitation area is small, the efficiency is low, the application of the vacuum pump consumes energy, and the operating cost is high; after a period of operation, the seepage hole is easy to block.

Utility model content

In order to overcome the defects of the prior art, the purpose of this utility model is to provide a self-flow drainage device for tailings pond dam body, which can expand the scope of precipitation, improve precipitation efficiency, continuous self-flow drainage, energy saving and consumption reduction, low operating cost, and ensure the safety of the dam body. Stablize.

Tailings reservoir dam self-flow drainage device, including vertical shafts, is characterized by at least two vertical shafts along the stepped dam surface of the dam body, and water filter pipes with seepage holes are arranged around the vertical shafts, and the distance between adjacent two vertical shafts is 50-70m. The difference in elevation at the bottom of the shafts is 0.8-1.2m. The bottoms of the two shafts are connected by aqueducts with a slope of 1/60-1/50. A drain pipe is installed under the end shaft to connect with the overflow pool.

The utility model is further improved. The vertical shaft is made of concrete and is cylindrical. The bottom of the well is filled with concrete to form a flat bottom. At least one layer of water filter pipes is arranged in the direction of the lower part of the well wall facing the reservoir. The layer distance is 2.0-4.5m to increase the water seepage. , to improve the precipitation efficiency, the angle a between the water filter pipe and the horizontal plane is 10°-20°, which is convenient for water to flow to the shaft, and the joint between the water filter pipe and the well wall is filled with cement to prevent the joint from collapsing; An aqueduct hole is provided, and two adjacent shafts are connected by an aqueduct, and the diameter of the downstream of the aqueduct increases successively from well to well.

The utility model is further improved. The depth of the shaft is built according to the topographical environment, the minimum is not less than 10m, and the deepest is not more than 16m.

The utility model is further improved, the said filter pipe is made of steel pipe and geotextile, the steel pipe wall is provided with seepage holes all over, the aperture is 10-15mm, the geotextile is wrapped on the steel pipe, the steel pipe is 40-60 m long, one end is closed, One end is open, and the open end is connected to the shaft.

The utility model is further improved. The water inlet side of the overflow pool is provided with a through hole connected to the drainpipe, and an overflow port is provided on the overflow side, and the water flows from the overflow port to the open drainage ditch.

Compared with the existing technology, the advantage is that the concept is novel, the structure is simple and reasonable; the application range is wide and the adaptability is strong, especially suitable for the precipitation of complex terrain; the precipitation range is greatly increased, the precipitation is uniform, the precipitation efficiency is high, and the tailings pond is guaranteed The dam body is safe and stable; the structure of the device is stable, sturdy and durable, with long service life and low maintenance costs; vertical shafts are connected in series, water seepage flows down from high to low, and there is no power consumption to transfer water, saving energy and reducing consumption, and low operating costs; the drainage pipe is located in the The lower part of the overflow pool isolates the air, reduces the oxidation of iron sulfide in the water, and solves the problem of fouling and easy blockage of the outlet of the drainage pipe, which is conducive to the safe production of the mine and avoids disasters caused by the collapse of the dam.

Description of drawings

Below in conjunction with accompanying drawing, the utility model is further described.

Fig. 1 is a structural schematic diagram of the self-flow drainage device of the dam body of the tailings pond;

Fig. 2 is a schematic diagram of the connection between the shaft and the filter pipe of the present invention;

Fig. 3 is a schematic diagram of the connection between the drainpipe and the overflow pool of the present invention;

Fig. 4 is a diagram of the use state of the utility model.

In the figure: 1-shaft, 2-filter pipe, 3-water guide pipe, 4-drainage pipe, 5-overflow pool, 5.1-through hole, 5.2-overflow port, 6-drainage open ditch.

Detailed ways

Below in conjunction with embodiment the utility model is described in further detail.

It can be seen from Figures 1 to 4 that the self-flowing drainage device for the dam body of the tailings pond includes a vertical shaft 1, six vertical shafts are arranged along the stepped dam surface of the dam body, and a water filter pipe 2 with seepage holes is arranged around the vertical shafts. The distance is 60m, and the elevation difference between the bottoms of adjacent shafts is 1m. The bottoms of the two shafts are connected by aqueduct 3 with a slope of 1/60. Drainage pipe 4 is set under the end shaft, which is connected to overflow pool 5. The overflow pool is provided with overflow port 5.2 and open drainage ditch 6. connect.

It can be seen from Fig. 1 that the vertical shaft 1 is made of concrete and has a cylindrical shape, and the bottom of the shaft is filled with concrete to form a flat bottom. Two layers of filter pipes 2 are installed in the direction of the lower part of the shaft wall facing the reservoir, with a layer distance of 3m to increase water seepage and improve precipitation efficiency. , the angle a between the water filter pipe and the horizontal plane is 13°, which is convenient for water to flow to the shaft. The joint between the water filter pipe and the well wall is filled with cement to prevent the joint from collapsing; The two vertical wells are connected by the aqueduct 3, and the diameter of the downstream of the aqueduct increases successively from well to well.

It can be seen from Figure 4 that the depth of the shaft 1 is built according to the topographical environment, the lowest is not less than 10m, and the deepest is not more than 16m.

It can be seen from Figure 2 that the water filter pipe 2 is made of steel pipe and geotextile, and the steel pipe wall is provided with water seepage holes with a diameter of 10mm. The geotextile is wrapped on the steel pipe, and the steel pipe is 50m long. Shaft 1.

As can be seen from FIG. 3 , the water inlet side of the overflow pool 5 is provided with a through hole 5.1 connected to the drain pipe 4 , and an overflow port 5.2 is provided on the overflow side, and water flows from the overflow port to the open drainage ditch 6 .

Claims (5)

1. tailings warehouse dam body free-draining device, comprise vertical shaft (1), it is characterized in that at least establishing two vertical shafts along dam body stepped spillway face, around vertical shaft, establish the filter pipe (2) of band water seepage hole, at a distance of 50-70m between adjacent two vertical shafts, adjacent silo bottom absolute altitude difference 0.8-1.2m, two silo bottoms are connected by aqueduct (3), gradient 1/60-1/50, and gutter (4) divided into by end vertical shaft, be connected with spillway basin (5), spillway basin establishes overfall gap (5.2) to be connected with open drain (6).

2. tailings warehouse dam body free-draining device according to claim 1, it is characterized in that, described vertical shaft (1) is built up by concrete, in cylindric, shaft bottom is filled into flat by concrete, and one deck filter pipe (2) is at least established in Ying Ku direction, borehole wall bottom, layer is apart from 2.0-4.5m, filter pipe and horizontal plane angle a are 10 °-20 °, filter pipe and borehole wall junction floating by cement placement, prevent junction avalanche; The borehole wall below filter pipe is established water guide pore, adjacent two vertical shafts are connected by aqueduct (3), and the caliber in aqueduct downstream increases by well successively.

3. tailings warehouse dam body free-draining device according to claim 1, is characterized in that, described vertical shaft (1) degree of depth is built according to terrain environment, is minimumly no less than 10m, is the most deeply no more than 16m.

4. tailings warehouse dam body free-draining device according to claim 1, it is characterized in that, described filter pipe (2) is made up of steel pipe and geotextiles, all over establishing water seepage hole in steel pipe walls, aperture is 10-15mm, and geotextiles is wrapped on steel pipe, the long 40-60m of steel pipe, one end is closed, one end open, and openend connects vertical shaft (1).

5. tailings warehouse dam body free-draining device according to claim 1, it is characterized in that, described spillway basin (5) influent side is divided into through hole (5.1) and is connected with gutter (4), and spilling water side is established overfall gap (5.2), water flow to open drain (6) by overfall gap.