CN209604078U - A kind of obturation water treatment plant - Google Patents
A kind of obturation water treatment plant Download PDFInfo
- Publication number
- CN209604078U CN209604078U CN201920268857.XU CN201920268857U CN209604078U CN 209604078 U CN209604078 U CN 209604078U CN 201920268857 U CN201920268857 U CN 201920268857U CN 209604078 U CN209604078 U CN 209604078U
- Authority
- CN
- China
- Prior art keywords
- filling
- mineral building
- pipe
- obturation
- treatment plant
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Filtering Materials (AREA)
Abstract
The utility model belongs to mining filling technique field, and in particular to a kind of obturation water treatment plant.The water treatment plant includes filling counterfort, mineral building top plate, filling pipe, exhaust pipe and filter pipe, the mineral building top plate spaced set have it is several caunch, the filling pipe and exhaust pipe are suspended to each highest point that caunches；The filter pipe is L-shaped, and geotextiles have been tied up in periphery, and vertical portion is suspended to the mineral building top plate of ore removal connection lane side and extends to mineral building bottom plate, and horizontal component is embedded and through the filling counterfort.The utility model caunches in advance at the top of mineral building, so that filling slurry can be realized multiple spot, high point blanking, improves Tight filling rate；By being disposed with filter pipe in mineral building ore removal side and tying up the geotextiles of water filtering function in its periphery, realize that each layer position clear water can be discharged in time in stowing operation, guarantee obturation uniform settlement, reduces the gradient and layering in lamination face, effectively improve Tight filling rate and strength of filling mass.
Description
Technical field:
The utility model belongs to underground mine goaf filling technical field, and in particular to a kind of obturation water treatment plant.
Background technique:
Iron ore mine is dug up mine using sublevel open stoping afterwards filling mining methods, and existing filling system mainly includes vertical sand
Storehouse, stirring system, filling borehole and conveyance conduit, filling slurry are dense through vertical sand warehouse by the tailings that dressing plant conveys 20% concentration
Addition filling cementing material is prepared after close precipitating, enters underground mineral building by pipeline self mode and is filled.
In addition iron ore mine selects factory's mill that technique is selected to mention by using two sections of stage grinding-stage grading-dusting cover-column magnetic separators
Precision method, so that -200 mesh contents reach 90% in tailing, -400 mesh contents reach 80%.But fine fraction Contents of Tailings it is larger and
Gradation is unreasonable, causes obturation water-retaining property stronger, and mobility is poor, and obturation surface is secreted out after filling slurry enters mineral building
One layer of clear water be only capable of carrying out overflow, mineral building in the drainage hole that rock drilling is horizontal, amounts to 1.5m high at the top of the horizontal filling counterfort of ore removal
Moisture in remaining 9m high spatial cannot exclude, and the clear water and differential settlement in stope can aggravate concentration variation, so as to cause
It the intensity of obturation and connects top rate and is unable to satisfy design requirement.
Utility model content:
The utility model provides a kind of obturation water treatment plant, solves underground mine and guarantees the strong of filling during stope
Also filling can be improved while spending connects top rate.
The technical solution that the utility model solves technical problem is as follows:
A kind of obturation water treatment plant, including filling counterfort, mineral building top plate, filling pipe, exhaust pipe and filter pipe, the mine
Shingle spaced set have it is several caunch, the filling pipe and exhaust pipe are suspended to each highest point that caunches；The filter pipe
L-shaped, geotextiles have been tied up in periphery, and vertical portion is suspended to the mineral building top plate of ore removal connection lane side and extends to mineral building bottom
Plate, horizontal component are embedded and through the filling counterfort.
Further, the filter pipe uses diameter for the filling hose of 108mm, and the equidistant Drilling in periphery has several straight
Diameter is the drainage hole of 20mm.
Further, the filling pipe is arranged in parallel up and down with exhaust pipe.
The utility model has the advantages that the utility model is chosen in advance at the top of mineral building compared with prior art
Tight filling rate is improved so that filling slurry can be realized multiple spot, high point blanking in top；By being disposed with filter in mineral building ore removal side
Water pipe and the geotextiles of water filtering function are tied up in its periphery, realize that each layer position clear water can be discharged in time in stowing operation, protect
Obturation uniform settlement is demonstrate,proved, the gradient and layering in lamination face is reduced, effectively improves Tight filling rate and strength of filling mass.
Detailed description of the invention
The utility model is described in further detail with reference to the accompanying drawings and detailed description:
Fig. 1 is the structural schematic diagram of the utility model water treatment plant.
Figure label is as follows: 1- rock drilling joins lane；2- ore removal joins lane；3- filling counterfort；4- filling pipe；5- exhaust pipe；6- filter
Water pipe；7- geotextiles；8- mineral building top plate；9- filling slurry.
Specific embodiment
Embodiment 1
As shown in Figure 1, a kind of obturation water treatment plant, including filling counterfort 3, mineral building top plate 8, filling pipe 4, exhaust pipe 5
With filter pipe 6,8 spaced set of mineral building top plate have it is several caunch, the filling pipe 4 is suspended to each choose with exhaust pipe 5
Push up highest point；The filter pipe 6 is L-shaped, and geotextiles 7 have been tied up in periphery, and vertical portion is suspended to the mine of ore removal connection 2 side of lane
Shingle 8 simultaneously extends to mineral building bottom plate, and horizontal component is embedded and through the filling counterfort 3.
In the present embodiment, the placement process of filter pipe 6: 4 diameters of filling hose Drilling for being first 108mm by diameter
For the drainage hole of 20mm, then it is wrapped the strong geotextiles 7 of water penetration in its outer layer, filter pipe 6 is finally arranged vertically on mineral building
Left side.
In the present embodiment, filling pipe 4 passes through mineral building in rock drilling connection lane 1, extends to the highest point that caunches of mineral building top plate 8,
Exhaust pipe 5 and about 4 filling pipe are horizontally disposed.Two pipelines have the gradient, and the pressure difference that 4 gradient of filling pipe generates makes
Filling slurry 9 can smoothly enter into mineral building, and the gas that 5 gradient of exhaust pipe generates stowing operation is normally discharged outside mineral building.
The principle of the water treatment plant: the filling slurry 9 that earth's surface Filling Station prepares enters mineral building to be filled by filling pipe 4
Interior, as packed height constantly rises, the filling slurry 9 positioned at each layer position is secreted clear water out and is carried out in time by filter pipe 6 excessive
Stream discharge mineral building.
The water treatment plant can be realized gentle flow, fastly in the case where not changing filling major ingredient fineness and grade is distributed
The effect of speed dehydration.According to the flowing of filling slurry 9, settlement parameter, determines discharge position under multiple spot, pass through reasonable Arrangement filling pipe 4
Tight filling rate is improved with exhaust pipe 5；According to 9 concentration of filling slurry, flow parameter, 6 arrangement of filter pipe and ginseng are determined
Number makes the enough discharges in time of the water energy of internal each layer of position in mineral building filling, improves strength of filling mass.
The above is only the preferred embodiments of the utility model, and but protection scope of the utility model is not limited thereto, appoint
What those familiar with the art within the technical scope disclosed by the utility model, the variation that can readily occur in or replaces
It changes, should be covered within the scope of the utility model.Therefore, the protection scope of the utility model should be with claim
Subject to the protection scope defined.
Place is not described in detail for the utility model, is the well-known technique of those skilled in the art of the present technique.
Claims (3)
1. a kind of obturation water treatment plant, which is characterized in that including filling counterfort (3), mineral building top plate (8), filling pipe (4), row
Tracheae (5) and filter pipe (6), mineral building top plate (8) spaced set have it is several caunch, the filling pipe (4) and exhaust pipe
(5) it is suspended to each highest point that caunches；The filter pipe (6) is L-shaped, and periphery has been tied up geotextiles (7), and vertical portion is outstanding
It hangs the mineral building top plate (8) in ore removal connection lane (2) side and extends to mineral building bottom plate, horizontal component is embedded and keeps off through the filling
Wall (3).
2. a kind of obturation water treatment plant according to claim 1, which is characterized in that the filter pipe (6) uses diameter
For the filling hose of 108mm, it is the drainage hole of 20mm that the equidistant Drilling in periphery, which has several diameters,.
3. a kind of obturation water treatment plant according to claim 1, which is characterized in that the filling pipe (4) and exhaust pipe
(5) it is arranged in parallel up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920268857.XU CN209604078U (en) | 2019-03-04 | 2019-03-04 | A kind of obturation water treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920268857.XU CN209604078U (en) | 2019-03-04 | 2019-03-04 | A kind of obturation water treatment plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209604078U true CN209604078U (en) | 2019-11-08 |
Family
ID=68405115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920268857.XU Active CN209604078U (en) | 2019-03-04 | 2019-03-04 | A kind of obturation water treatment plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209604078U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255513A (en) * | 2020-03-06 | 2020-06-09 | 安徽马钢罗河矿业有限责任公司 | Method for improving roof-contacting rate of filling of mine room by using roof-picking |
| CN111963237A (en) * | 2020-09-02 | 2020-11-20 | 临沂会宝岭铁矿有限公司 | Mine goaf full-tailing multipoint filling method |
-
2019
- 2019-03-04 CN CN201920268857.XU patent/CN209604078U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255513A (en) * | 2020-03-06 | 2020-06-09 | 安徽马钢罗河矿业有限责任公司 | Method for improving roof-contacting rate of filling of mine room by using roof-picking |
| CN111963237A (en) * | 2020-09-02 | 2020-11-20 | 临沂会宝岭铁矿有限公司 | Mine goaf full-tailing multipoint filling method |
| CN111963237B (en) * | 2020-09-02 | 2022-03-08 | 临沂会宝岭铁矿有限公司 | Mine goaf full-tailing multipoint filling method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104694746B (en) | A kind of method of ion adsorption type re in_situ leaching and leaching ore deposit system thereof | |
| CN109488301A (en) | A kind of mine, which picks up, fills place's recovery method | |
| CN103967493B (en) | A kind of slight slope and thin ore body ore pillar mining codes | |
| CN101892862B (en) | Full tailing filling method in large goafs | |
| CN102086765B (en) | High-sublevel multi-layer mining method of ultrathin copper ore body | |
| CN107035401A (en) | A kind of abandoned mine fire damp administers new technology | |
| CN104405436B (en) | A kind of method improving ore body Tight filling rate | |
| CN107524469B (en) | A kind of gently inclined orebody paneling barren rock and the cementing combination filling method of tailings | |
| CN103046955A (en) | Large-range goaf group filling method | |
| CN105598143A (en) | Resource mine repairing method | |
| CN106050300B (en) | A kind of Tight filling method for owing to adopt to route superelevation on | |
| CN106381405B (en) | A kind of Rare-earth Mine liquor collecting system and method | |
| CN101812988A (en) | Method for mining gently dipping to steep dipping thick and large ore bodies | |
| CN103437339A (en) | Construction method for sealing karst cave near trench wall of underground continuous wall in karst stratum | |
| CN108625894A (en) | The waste filling solid grouting construction method of the flat working face of shortwall lane water acquisition | |
| CN101906536B (en) | On-site extraction, drainage and liquid collection process with auxiliary tunnels | |
| CN209604078U (en) | A kind of obturation water treatment plant | |
| CN108825298B (en) | Roof connecting method for stope filling | |
| CN106545361B (en) | A kind of mine down-hole high permeability filling counterfort and its construction method | |
| CN102261249B (en) | Creasing-type sill-pillar-free stage caving stopping method based on steel structured artificial top | |
| CN106761743A (en) | Continuous slitting pocket type filling room-and-pillar method dead zone stooping pillaring method | |
| CN108533265B (en) | Utilize the filling mining method of concrete component assembling foundation | |
| CN107975044A (en) | A kind of method that Caving Method with Large Space mine is backfilled using tailing surface subsidence hole | |
| CN109899070B (en) | Slow-inclination medium-thickness ore body solid-waste-free filling mining method based on ellipsoid ore drawing structure | |
| CN102418528B (en) | End ore-drawing caving mining technology with steel concrete composite man-made false roofs |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 243000 No. 1899 Taibai Avenue, Ma'anshan Economic and Technological Development Zone, Anhui Province Patentee after: Anhui Maanshan Iron and Steel Mining Resources Group Co., Ltd. Address before: 243000 No. 1899 Taibai Avenue, Ma'anshan Economic and Technological Development Zone, Anhui Province Patentee before: Magang Group mining industry Co., Ltd |
|
| CP01 | Change in the name or title of a patent holder |