CN210322461U - Mine underground water seepage water sample collection device - Google Patents
Mine underground water seepage water sample collection device Download PDFInfo
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- CN210322461U CN210322461U CN201920603132.1U CN201920603132U CN210322461U CN 210322461 U CN210322461 U CN 210322461U CN 201920603132 U CN201920603132 U CN 201920603132U CN 210322461 U CN210322461 U CN 210322461U
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- water
- water collecting
- collecting pipe
- pipe
- grit chamber
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Abstract
The utility model discloses a mine infiltration water sample collection system in pit, include: the small-diameter end of the flow collecting nozzle is connected with one end of a water collecting pipe; the other end of the water collecting pipe is connected with a water diversion pipe with the diameter smaller than that of the water collecting pipe through a reducing joint; the water guide pipe led out from the free end of the water guide pipe is inserted into the water collecting bottle; a grit chamber is arranged in the middle of the water collecting pipe, the water collecting pipe and the grit chamber are in a T-shaped three-way structure, and a sand discharging opening controlled by a manual valve is arranged at the bottom of the grit chamber; a filter screen for preventing the solid mixture from passing through is arranged from the right side of the grit chamber to the top of the water collecting pipe; the front end of the water conduit is provided with a front bracket with adjustable height; the below of leading water pipe is equipped with the after-poppet that highly is less than the fore-stock, the utility model discloses the advantage lies in can accomplishing the collection of infiltration water sample at tunnel lateral wall infiltration scene, can realize the separation of solid particle such as coal rock powder and water sample, simple structure simultaneously, and the cost of manufacture is low, has more extensive practical value.
Description
Technical Field
The utility model relates to a water sample collection system, concretely relates to mine infiltration water sample collection system in pit.
Background
In the construction of well and tunnel engineering, the seepage of geological structures and the seepage of side walls of tunnels are the most troublesome things, even the precursor of water inrush. Especially in complex geological formation environments or in environments with complex hydrogeology. To the tunnel infiltration condition, along with the increase of time, not only can cause the influence to the stability of near mine roadway working face structure, can influence the bearing structure and the reinforcement mode of country rock in the tunnel moreover for the borehole operation environment lasts to worsen, seriously influences work efficiency, threatens staff's personal safety in the pit even.
Simultaneously, the tunnel infiltration does not gush water as well as gather in the pit, because the water yield is little, and often the acquisition time is long, is mingled with solid particles such as middlings rock powder in the water, lacks dedicated collection equipment, and staff is limited at operating time in the pit, when meetting a plurality of sampling points, intensity of labour is very big, and water sample collection effect influences the chemical examination result of quality of water because of containing impurity moreover. At present, because of the water taking environment with a special wall surface structure, generally collected water samples are less because the water samples are difficult to collect, and the mineral water bottle is attached to the wall of the roadway to slowly receive seeped water during collection, so that the working efficiency is not high. If the water sample filtering and collecting equipment is brought to the site, the site is disordered due to the multiplicity of equipment; if the water sample is taken to a laboratory for filtration treatment, the site can not be truly restored.
Therefore, a professional collecting tool is lacked in the field water sample collecting work at present.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a mine infiltration water sample collection system in pit aims at solving the problem of inconvenient water sample collection because of the wall environment in the mine roadway infiltration collection process.
In order to achieve the above object, the utility model adopts the following technical scheme: the utility model provides a mine infiltration water sample collection system in pit, includes: the small-diameter end of the flow collecting nozzle is connected with one end of a water collecting pipe; the other end of the water collecting pipe is connected with a water diversion pipe with the diameter smaller than that of the water collecting pipe through a reducing joint; the water guide pipe led out from the free end of the water guide pipe is inserted into the water collecting bottle; a grit chamber is arranged in the middle of the water collecting pipe, the water collecting pipe and the grit chamber are in a T-shaped three-way structure, and a sand discharging opening controlled by a manual valve is arranged at the bottom of the grit chamber; a filter screen for blocking the passage of silt is arranged from the right side of the grit chamber to the top of the water collecting pipe; the front end of the water collecting pipe is provided with a front bracket with adjustable height; and a rear bracket with the height smaller than that of the front bracket is arranged below the water conduit.
The utility model discloses an embodiment: the upper end of the filter screen inclines to the left side of the water collecting pipe.
The utility model discloses an embodiment: the lower end of the filter screen is connected to the seam on the right side of the three-way structure.
The utility model discloses an embodiment: and a water stopping clip is arranged on the water guide pipe.
The utility model discloses an embodiment: and the lower part of the large-diameter end of the flow collecting nozzle is provided with a transverse flow collecting plate.
The utility model discloses an embodiment: the height-adjustable structure of the front bracket adopts a spiral adjusting mode.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model has the advantages of can accomplish the collection of infiltration water sample in the tunnel job site, can realize the separation of solid particle such as coal rock powder and water sample, save sampling time and intensity of labour, not only effectively solve the problem that mine infiltration water sample was gathered in the pit, can be applied to infiltration sampling on tunnel lateral wall and the open-air cliff wall in addition, simple structure simultaneously, the cost of manufacture is low, has more extensive practical value.
Drawings
Fig. 1 is a schematic structural view of an embodiment of the present invention;
fig. 2 is a schematic structural diagram of another embodiment of the present invention.
In the figure, a water seepage wall 1, a flow collecting nozzle 2, a flow collecting plate 21, a water collecting pipe 3, a joint 31, a front support 32, a reducer union 4, a water guiding pipe 5, a rear support 51, a filter screen 6, a sand basin 7, a sand discharge opening 71, a valve 8, a water guiding pipe 9, a water stopping clamp 91 and a water collecting bottle 92 are arranged.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
In order to solve the technical problem that this application will solve, provide a mine infiltration water sample collection system in pit, as in fig. 1 and fig. 2, the device includes: the collecting nozzle 2 is provided with a horn-shaped opening, the collecting nozzle 2 is used for effectively receiving seepage water from the wall of a roadway, and the small-diameter end of the collecting nozzle 2 is connected with one end of the water collecting pipe 3, so that mixed water can conveniently flow into the water collecting pipe 3; the other end of the water collecting pipe 3 is connected with a water conduit 5 with the diameter smaller than that of the water collecting pipe 3 through a reducer union 4; the water guide pipe 9 led out from the free end of the water guide pipe 5 is inserted into the water collecting bottle 92; a grit chamber 7 is arranged in the middle of the water collecting pipe 3, the water collecting pipe 3 and the grit chamber 7 are in a T-shaped three-way structure, and a sand discharge port 71 controlled by a manual valve 8 is arranged at the bottom of the grit chamber 7; a filter screen 6 for preventing the solid mixture from passing through is arranged from the right side of the grit chamber 7 to the top of the water collecting pipe 3; the front end of the water collecting pipe 3 is provided with a front bracket 32 with adjustable height; a rear bracket 51 with the height smaller than that of the front bracket 32 is arranged below the water conduit 5, and the height-adjustable structure of the front bracket 32 adopts a spiral adjusting mode.
The utility model discloses a theory of operation is: firstly, a circular arc surface is ground on the water seepage wall 1, so that the water collecting nozzle 2 is in close contact with the circular arc surface without a gap, and then the front support 32 is adjusted to a position exceeding the rear support 51. Seepage water flows into the water collecting pipe 3 from the water collecting nozzle 2; due to the obstruction and gravity action of the filter screen 6, the solid mixture in the water flow directly enters the grit chamber 7. Because the depth in the grit chamber 7 is great, solid particles such as large-particle silt and small-particle silt directly deposit in the grit chamber 7, most of the upper layer of the grit chamber 7 is suspension liquid with small silt, the suspension liquid slowly flows into the right side of the water collecting pipe 3 through the filtering and penetrating effects of the filter screen 6, and the filtered water passes through the guide of the water guide pipe 5 and enters the water collecting bottle 92 through the water guide pipe 9.
During this operation, the diameter of the penstock 5 is smaller than the function of the collector pipe 3: on the one hand, the filtered water is filled into the water collecting bottle 92 more conveniently, and on the other hand, the water flowing into the water collecting bottle 92 is slowed down, so that small-particle silt cannot be attached to the filter screen 6. When the flow rate is slow, the water flow does not impact the small particles directly on the surface of the screen 6, and the small particles can directly discharge the solid mixture from the sand outlet 71 when the valve 8 is opened during cleaning.
As in fig. 1 and fig. 2, the utility model discloses in the implementation, on the tiny particle that lets float in grit chamber 7 the superiors can not drop filter screen 6 for utilizing gravity, can also be to the left side slope of collector pipe 3 the upper end of filter screen 6, the below of tiny particle after the slope just is grit chamber 7 like this, filter screen 6's effect only plays the separation effect, can't let the tiny particle fall on filter screen 6, the diameter of deuterogamying leading water pipe 5 is less than collector pipe 3, let the water velocity after filtering relatively slow, water after the filtration does not have enough big kinetic energy to impact on filter screen 6 with tiny particle silt.
The utility model discloses a more specific embodiment is as shown in figure 1: the lower end of the filter screen 6 is connected to the seam 31 on the right side of the three-way structure.
In order to collect a water sample conveniently, a water stopping clip 91 is arranged on the water guide pipe 9, and the water stopping clip 91 has the following functions: on one hand, the water collecting bottle 92 is convenient to take down when the water collecting bottle 92 is full; the other function is that the water-stopping clip 91 can limit the speed of the water sample flowing into the water collecting bottle 92, and the water-stopping clip 91 can limit the water flow speed, which is generally used when the grit chamber 7 is full. Because the fuller silt will allow more small particles to float near the screen 6 and not settle to the bottom of the grit chamber 7.
When the water collecting nozzle 2 is used for collecting seepage water, in order to enable the arc surface of the seepage water wall 1 to be tightly attached to the collecting plate 21, the transverse collecting plate 21 is arranged at the lower part of the large-diameter end of the water collecting nozzle 2, and the collecting plate 21 with the arc surface structure can be better attached to the plane of the seepage water wall 1.
Claims (6)
1. The utility model provides a mine infiltration water sample collection system in pit which characterized in that includes: the small-diameter end of the flow collecting nozzle (2) is connected with one end of a water collecting pipe (3); the other end of the water collecting pipe (3) is connected with a water conduit (5) with the diameter smaller than that of the water collecting pipe (3) through a reducing joint (4); the water guide pipe (9) led out from the free end of the water guide pipe (5) is inserted into the water collecting bottle (92);
a grit chamber (7) is arranged in the middle of the water collecting pipe (3), the water collecting pipe (3) and the grit chamber (7) are in a T-shaped three-way structure, and a sand discharging opening (71) controlled by a manual valve (8) is arranged at the bottom of the grit chamber (7); a filter screen (6) for preventing the solid mixture from passing through is arranged from the right side of the grit chamber (7) to the top of the water collecting pipe (3);
the front end of the water collecting pipe (3) is provided with a front bracket (32) with adjustable height; a rear bracket (51) with the height smaller than that of the front bracket (32) is arranged below the water conduit (5).
2. The mine underground seepage water sample collection device of claim 1, which is characterized in that: the upper end of the filter screen (6) inclines to the left side of the water collecting pipe (3).
3. The mine underground seepage water sample collection device of claim 2, which is characterized in that: the lower end of the filter screen (6) is connected to a seam (31) on the right side of the three-way structure.
4. The mine underground seepage water sample collection device of claim 1, which is characterized in that: and a water stop clamp (91) is arranged on the water guide pipe (9).
5. The mine underground seepage water sample collection device of claim 1, which is characterized in that: the lower part of the large-diameter end of the flow collecting nozzle (2) is provided with a transverse flow collecting plate (21).
6. The mine underground seepage water sample collection device of claim 1, which is characterized in that: the height-adjustable structure of the front bracket (32) adopts a screw adjustment mode.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920603132.1U CN210322461U (en) | 2019-04-29 | 2019-04-29 | Mine underground water seepage water sample collection device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201920603132.1U CN210322461U (en) | 2019-04-29 | 2019-04-29 | Mine underground water seepage water sample collection device |
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CN210322461U true CN210322461U (en) | 2020-04-14 |
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CN201920603132.1U Expired - Fee Related CN210322461U (en) | 2019-04-29 | 2019-04-29 | Mine underground water seepage water sample collection device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110174291A (en) * | 2019-04-29 | 2019-08-27 | 中国矿业大学 | A kind of mine down-hole infiltration water sample acquisition device |
-
2019
- 2019-04-29 CN CN201920603132.1U patent/CN210322461U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110174291A (en) * | 2019-04-29 | 2019-08-27 | 中国矿业大学 | A kind of mine down-hole infiltration water sample acquisition device |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200414 |