CN201485847U - Novel synchronous draining leakage and reinforcing device for tailing dams - Google Patents
Novel synchronous draining leakage and reinforcing device for tailing dams Download PDFInfo
- Publication number
- CN201485847U CN201485847U CN2009201886353U CN200920188635U CN201485847U CN 201485847 U CN201485847 U CN 201485847U CN 2009201886353 U CN2009201886353 U CN 2009201886353U CN 200920188635 U CN200920188635 U CN 200920188635U CN 201485847 U CN201485847 U CN 201485847U
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- dam
- tailing
- sand drain
- tailings
- mine tailing
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- 230000001360 synchronised Effects 0.000 title claims abstract description 14
- 230000003014 reinforcing Effects 0.000 title abstract 2
- 239000004576 sand Substances 0.000 claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000004744 fabric Substances 0.000 claims description 7
- 239000004746 geotextile Substances 0.000 claims description 7
- 238000011144 upstream manufacturing Methods 0.000 abstract description 3
- 238000004891 communication Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract 3
- 239000007858 starting material Substances 0.000 abstract 2
- 238000006297 dehydration reaction Methods 0.000 abstract 1
- 238000001764 infiltration Methods 0.000 description 7
- 230000001133 acceleration Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 206010008631 Cholera Diseases 0.000 description 1
- 210000001503 Joints Anatomy 0.000 description 1
- 239000004698 Polyethylene (PE) Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- UFHFLCQGNIYNRP-UHFFFAOYSA-N hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
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- 238000009114 investigational therapy Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
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Abstract
The utility model discloses a novel synchronous draining leakage and reinforcing device for tailing dams. The device comprises a tailing dam of an upstream dumping dam; the tailing dam comprises a starter dam and a tailings stacking dam above the starter dam; a group or more than one group of continuous sand drain devices are arranged in the tailings stacking dam; the continuous sand drain devices are perpendicular to the bottom surface of the tailings stacking dam; a leakage draining shock pipe, which is also positioned in the tailings stacking dam, is connected with the continuous sand drain devices and is perpendicular to the lateral axis of the tailings stacking dam on the horizontal surface; the pipe end of the leakage draining shock pipe extends 10cm out of the tailings stacking dam; and water power communication between the leakage draining shock pipe and the continuous sand drain devices can be realized. The utility model has the advantages that dehydration and consolidation processes of tailings can be accelerated; the amount of seepage lines of the tailing dam can be greatly reduced; and the safe stability of the tailing dam can be remarkably improved. Therefore, the utility model eliminates potential hazards caused by poor leakage drainage of the tailings dam constructed with upstream method.
Description
Technical field
The utility model relates to the mine safety device, the synchronous water seepage drainage and reinforcement device of especially a kind of novel tailing dam.
Background technology
China is a mining powers, and mine year discharging mine tailing reaches 600,000,000 tons.Except that fraction as filling in mine or the comprehensive utilization, the overwhelming majority is stored up in the mine tailing storehouse.The mine tailing storehouse is exactly the association that stores the various facilities of mine tailing, also is the necessary facility of keeping the mine ordinary production.
According to statistics, by the end of the year 2008,12655 in total mine tailing storehouse, the whole nation, also increasing newly in the scale with more than 300 every year.Wherein, danger, danger, sick storehouse account for 39% of sum; China be the whole world have mine tailing storehouse quantity at most, mine tailing storehouse accident potential leads one of the highest country.In the various great disaster in the world, mine tailing storehouse disaster is only second to generation earthquake, cholera, flood and hydrogen bomb etc. and occupy the 18th.In a single day it have an accident, and will cause significant damage to area, the downstream people's life and property, and environment is caused severe contamination.Therefore, the security and stability in mine tailing storehouse is very important, and wherein, the safety in mine tailing storehouse depends primarily on the security and stability of tailing dam, and therefore, the safety and stability technology of tailing dam is one of object of mine safety technical field primary study always.
The tailing dam on upper reaches method heap dam is meant material construction initial dam such as adopting soil, stone, then based on initial dam, utilizes mine tailing to pass through evenly ore drawing upwards of waterpower alluviation, the direction rising in the storehouse of one-level one-level ground, and generally angle of dump slope was at 1: 3.5～1: 5.The reason that adopts the tailings pile dam mainly is in order to reduce the cost of tailing dam, not replace earth and rockfill dam if do not adopt the tailings pile dam, and then engineering quantity is great so cost is surprising height.The tailing dam quantity on China upper reaches method heap dam accounts for more than 90% of mine tailing fill dam, is the main flow form of domestic mine tailing fill dam.
The particle that the process form of this uniqueness in upper reaches method heap dam has determined the stability of upstream formula mine tailing fill dam to depend on and deposited dried beach face is formed and the degree of consolidation.For guaranteeing and improve the security and stability of mine tailing fill dam, need to reduce dam seepage line, the acceleration tailings dewatering is fixed, therefore, water seepage drainage facility must be set in tailing dam.Water seepage drainage facility can in time be derived the infiltration in the mine tailing dam body, reduces dam seepage line, and the acceleration mine tailing is fixed, guarantees that tailing dam has the dam shell of enough relatively dries, significantly improves the stability of tailing dam.
The investigation of carrying out according to 2003～2004 years State Administration of Quality and Technical Supervision shows, because what mine tailing fill dam shortage water seepage drainage facility or water seepage drainage facility lost efficacy accounts for tailing dam safety sufferer more than 60%, this shows, strengthen to mine tailing fill dam water seepage drainage facility to reconstruct, eliminate tailing dam accident potential, sufferer extremely urgent.
Many emphasis are carried out in the horizontal direction when at present the tailing dam water seepage drainage facility of having built being reconstructed, and promptly rely on mechanical drilling equipment to make lateral aperture in the mine tailing fill dam, and horizontal drainage pipe is sent in the dam body.This method collects, carries the head difference of infiltration less, so the waterpower influence basin is very limited, so reduce the phreatic line DeGrain, little to tailing dam improved stability dynamics, and arrange that density more just can play the water seepage drainage and reinforcement effect, generally spacing 3～5m arranges one deck on vertical plane, 5～10 meters of every layer of (on the horizontal plane) drain level spacings, thereby cost is higher.The less row who carries out vertical direction is oozed, and oozes floral tube because of tubing adopts plastics row, and caliber is little, and mainly relies on the colored hole on the tube wall to collect infiltration, and seepage area is limited, so collection infiltration effect is not strong.
Summary of the invention
The purpose of this utility model is to provide a kind of novel tailing dam synchronous water seepage drainage and reinforcement device, and this device can be eliminated tailing dam and ooze the bad sufferer that causes because of row, and the acceleration tailings dewatering is fixed, reduces the tailing dam wellability, improves the security and stability of tailing dam.
The technical solution of the utility model is: the synchronous water seepage drainage and reinforcement device of a kind of novel tailing dam, this device comprise the tailing dam on upper reaches method heap dam, and the tailing dam on upper reaches method heap dam comprises the mine tailing fill dam of initial dam and initial dam upside; A group or more continuous sand drain device is set in the mine tailing fill dam, and the sand drain device is perpendicular to mine tailing fill dam bottom surface continuously; Row is oozed floral tube and is connected with continuous sand drain device, also is positioned at the mine tailing fill dam, and perpendicular to mine tailing fill dam transversal line, and pipe end stretches out outside the mine tailing fill dam on horizontal plane.The sand drain device comprises the many groups of row cloth bag sand drain continuously, and the cloth bag sand drain is made of non-woven geotextile parcel sand gravel.Row is oozed floral tube coated outside one deck non-woven geotextile.
Advantage of the present utility model is: it is fixed to quicken tailings dewatering, reduces tailing dam saturation line greatly, significantly improves the security and stability of tailing dam, thereby the tailing dam of eliminating upper reaches method heap dam oozes the bad sufferer that causes because of row.It has overcome the defective of conventional apparatus, collection is oozed, arranges the powerful continuous sand drain device of the ability of oozing to be oozed floral tube with row and combines, tailing dam arranged synchronously ooze, thereby both enlarged the seepage area on the vertical direction and promoted vertical direction infiltration capacity gauge greatly, strengthen horizontal drainage pipe again and carry the ability of infiltration, thereby significantly reduce the tailing dam wellability, the acceleration tailings dewatering is fixed, improves the security and stability of tailing dam greatly.This water seepage drainage and reinforcement device have cost low, save unique advantages such as the energy (infiltration gravity flow under action of gravity), management maintenance is easy, have and promote the use value preferably.
Description of drawings
Fig. 1 is the synchronous water seepage drainage and reinforcement apparatus structure of the novel tailing dam of a utility model schematic diagram;
Fig. 2 is the synchronous water seepage drainage and reinforcement device of the novel tailing dam of a utility model A-A sectional view;
Fig. 3 oozes the floral tube structural representation for the row of the synchronous water seepage drainage and reinforcement device of the novel tailing dam of the utility model;
Fig. 4 is the cloth bag sand drain schematic diagram of the synchronous water seepage drainage and reinforcement device of the novel tailing dam of the utility model.
The specific embodiment
The synchronous water seepage drainage and reinforcement device of a kind of novel tailing dam, this device comprise the tailing dam on upper reaches method heap dam, and the tailing dam on upper reaches method heap dam comprises the mine tailing fill dam 2 of initial dam 1 and initial dam upside; One group of continuous sand drain device 3 is set in the mine tailing fill dam 2, and sand drain device 3 is perpendicular to mine tailing fill dam 2 bottom surfaces continuously, and sand drain device 3 comprises 6 groups of cloth bag sand drains 5 of a row continuously, and cloth bag sand drain 5 is made of non-woven geotextile parcel sand gravel.Row is oozed floral tube 4 and is connected with continuous sand drain device 3, also is positioned at mine tailing fill dam 2, and perpendicular to mine tailing fill dam 2 transversal lines, and pipe end stretches out 10 centimetres of mine tailing fill dams 2 outward on horizontal plane; Row is oozed floral tube 4 coated outside one deck non-woven geotextiles.
Row is oozed floral tube 4 and continuous sand drain device 3, the way that all is meant employing " machinery is provided with " is promptly made lateral aperture and upright opening by mechanical drilling equipment in tailing dam, with row ooze floral tube 4, continuously sand drain device 3 is sent in the mine tailing fill dam 2, and butt joint, the hydraulic communication of floral tube 4 and continuous sand drain device 3 is oozed in the row of realization.
Row is oozed floral tube 4 and can be decided to be one group of 20m along dam transversal line direction level interval, vertically goes up spacing and is decided to be 5m～10m.Row is oozed floral tube 2 longitudinal gradients and is fallen 2～3%.Row is oozed floral tube 2 outer polyethylene rope parcel one deck non-woven geotextiles that adopt.Perforate is quincuncial arrangement on the tube wall.
Claims (3)
1. synchronous water seepage drainage and reinforcement device of novel tailing dam is characterized in that: this device comprises the tailing dam on upper reaches method heap dam, and the tailing dam on upper reaches method heap dam comprises the mine tailing fill dam (2) of initial dam (1) and initial dam upside; A group or more continuous sand drain device (3) is set in the mine tailing fill dam (2), and sand drain device (3) is perpendicular to mine tailing fill dam (2) bottom surface continuously; Row is oozed floral tube (4) and is connected with continuous sand drain device (3), also is positioned at mine tailing fill dam (2), and perpendicular to mine tailing fill dam (2) transversal line, and pipe end stretches out outside the mine tailing fill dam (2) on horizontal plane.
2. according to the synchronous water seepage drainage and reinforcement device of the described novel tailing dam of claim 1, it is characterized in that: sand drain device (3) comprises row's many groups group cloth bag sand drain (5) continuously, and cloth bag sand drain (5) is made of non-woven geotextile parcel sand gravel.
3. according to the synchronous water seepage drainage and reinforcement device of the described novel tailing dam of claim 1, it is characterized in that: row is oozed floral tube (2) coated outside one deck non-woven geotextile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201886353U CN201485847U (en) | 2009-08-19 | 2009-08-19 | Novel synchronous draining leakage and reinforcing device for tailing dams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201886353U CN201485847U (en) | 2009-08-19 | 2009-08-19 | Novel synchronous draining leakage and reinforcing device for tailing dams |
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| Publication Number | Publication Date |
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| CN201485847U true CN201485847U (en) | 2010-05-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201886353U Expired - Fee Related CN201485847U (en) | 2009-08-19 | 2009-08-19 | Novel synchronous draining leakage and reinforcing device for tailing dams |
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|---|---|
| CN (1) | CN201485847U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929197A (en) * | 2010-09-01 | 2010-12-29 | 中冶沈勘工程技术有限公司 | Permeable tailings pond seepage drainage structure |
| CN102888852A (en) * | 2012-10-19 | 2013-01-23 | 中钢集团马鞍山矿山研究院有限公司 | System for beach face seepage water draining of closed tailings pond |
| CN103541330A (en) * | 2013-11-08 | 2014-01-29 | 化工部长沙设计研究院 | Tailings pond flood drainage system for draining in advance efficiently and prolonging clarification distance |
| CN103924576A (en) * | 2013-01-15 | 2014-07-16 | 中冶集团武汉勘察研究院有限公司 | Intelligent control three-dimensional drainage vacuum preloading method for particle tailing ore reinforced fill dam |
| CN104452789A (en) * | 2014-11-27 | 2015-03-25 | 河南省电力勘测设计院 | Homogeneous clay ash dam draining and seeping system |
| CN104631425A (en) * | 2014-12-18 | 2015-05-20 | 河南省电力勘测设计院 | Method for accelerating seepage eliminating and solidification of coal ash |
| CN105002870A (en) * | 2015-07-28 | 2015-10-28 | 广西大学 | Stage-by-stage wet stacking tailing drainage acceleration and consolidation device |
| CN106088108A (en) * | 2016-07-05 | 2016-11-09 | 武汉科技大学 | A kind of drainage wall for upstream type Tailings Dam |
| CN112188931A (en) * | 2018-01-22 | 2021-01-05 | 帕特里克布朗技术公司 | Passive tailing compactor |
-
2009
- 2009-08-19 CN CN2009201886353U patent/CN201485847U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929197A (en) * | 2010-09-01 | 2010-12-29 | 中冶沈勘工程技术有限公司 | Permeable tailings pond seepage drainage structure |
| CN102888852A (en) * | 2012-10-19 | 2013-01-23 | 中钢集团马鞍山矿山研究院有限公司 | System for beach face seepage water draining of closed tailings pond |
| CN102888852B (en) * | 2012-10-19 | 2014-12-17 | 中钢集团马鞍山矿山研究院有限公司 | System for beach face seepage water draining of closed tailings pond |
| CN103924576A (en) * | 2013-01-15 | 2014-07-16 | 中冶集团武汉勘察研究院有限公司 | Intelligent control three-dimensional drainage vacuum preloading method for particle tailing ore reinforced fill dam |
| CN103924576B (en) * | 2013-01-15 | 2016-12-28 | 中冶集团武汉勘察研究院有限公司 | A kind of fine tailings reinforcement fill dam Based Intelligent Control solid row oozes vacuum method |
| CN103541330A (en) * | 2013-11-08 | 2014-01-29 | 化工部长沙设计研究院 | Tailings pond flood drainage system for draining in advance efficiently and prolonging clarification distance |
| CN104452789A (en) * | 2014-11-27 | 2015-03-25 | 河南省电力勘测设计院 | Homogeneous clay ash dam draining and seeping system |
| CN104631425A (en) * | 2014-12-18 | 2015-05-20 | 河南省电力勘测设计院 | Method for accelerating seepage eliminating and solidification of coal ash |
| CN105002870A (en) * | 2015-07-28 | 2015-10-28 | 广西大学 | Stage-by-stage wet stacking tailing drainage acceleration and consolidation device |
| CN105002870B (en) * | 2015-07-28 | 2017-03-01 | 广西大学 | A kind of wet step by step heap mine tailing accelerates the device of discharging consolidation |
| CN106088108A (en) * | 2016-07-05 | 2016-11-09 | 武汉科技大学 | A kind of drainage wall for upstream type Tailings Dam |
| CN112188931A (en) * | 2018-01-22 | 2021-01-05 | 帕特里克布朗技术公司 | Passive tailing compactor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20100526 Termination date: 20170819 |