CN104275002A - Linear trench-type thickener - Google Patents

Linear trench-type thickener Download PDF

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Publication number
CN104275002A
CN104275002A CN201410589752.6A CN201410589752A CN104275002A CN 104275002 A CN104275002 A CN 104275002A CN 201410589752 A CN201410589752 A CN 201410589752A CN 104275002 A CN104275002 A CN 104275002A
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CN
China
Prior art keywords
concentrator
pond
linear arrangement
pool
communicated
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Pending
Application number
CN201410589752.6A
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Chinese (zh)
Inventor
曾承旺
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Individual
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Individual
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Priority to CN201410589752.6A priority Critical patent/CN104275002A/en
Publication of CN104275002A publication Critical patent/CN104275002A/en
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Abstract

The invention discloses a linear trench-type thickener. The linear trench-type thickener is characterized by comprising a material receiving pool, a thickening pool, a buffer pool, a settlement pool and a clear water pool which are linearly configured in sequence, wherein the thickening pool is deeper than the other four pools; a discharge outlet is formed in the bottom of the thickening pool; a sand discharging valve is arranged at the bottom of the buffer pool; one end of the sand discharging valve is communicated with the bottom of the buffer pool, and the other end of the sand discharging valve is communicated with the lower part of the thickening pool and goes to the discharge outlet; a mud removing valve is arranged at the bottom of the settlement pool; one end of the mud removing valve is communicated with the front end of the bottom of the settlement pool, and the other end of the mud removing valve is communicated with the lower part of the thickening pool and goes to the discharge outlet; liquid at the upper part of the clear water pool goes to a water drainage hole. Tailings are concentrated, and discharged clear water is drained in place or recycled, the structure of the thickener is simple, a space is saved, and the aims of saving power and water can be achieved.

Description

The canal formula concentrator of linear arrangement
Technical field
The present invention relates to a kind of canal formula concentrator being applicable to the linear arrangement of the process mine tailing in ore dressing plant, belong to industrial energy saving field.
Background technology
The tailings concentration in ore dressing plant is general not high, if directly to Tailings Dam discharge, then needs to consume a large amount of mortar pump power consumptions, efficiency is low, be therefore necessary to carry out concentration to mine tailing.At present, conventional concentration equipment is concentrator, and tradition dense " circle pond type " concentrator volume is large, floor space is large, equipment cost is high, constrain its application at middle-size and small-size Mineral Processing Enterprises, therefore at middle-size and small-size Mineral Processing Enterprises from the viewpoint of economic rationality, general adopt less, substantially all adopt direct discharging modes, electric energy and water content consumption are all large, belong to extensive style and produce.
Summary of the invention
Based on problems of the prior art, the invention provides a kind of canal formula concentrator of linear arrangement, it takes up room little, and structure is simple, run and easy to maintenance and cost is low.
Content of the present invention:
A canal formula concentrator for linear arrangement, comprises the material feeding pond of linear arrangement successively, thickening pond, Buffer Pool, settling tank and clear water reserviors; The described thickening pond degree of depth is greater than other four pond degree of depth, is provided with outlet bottom described thickening pond; Arrange sand excluding valve bottom described Buffer Pool, one end of described sand excluding valve is communicated with bottom described Buffer Pool, and the other end is communicated with described thickening pond bottom and leads to outlet; Arrange mud clearing valve bottom described settling tank, one end of described mud clearing valve is communicated with the front end bottom described settling tank, and the other end is communicated with described thickening pond bottom and leads to outlet; Described clear water reserviors upper liquid leads to osculum.Described herringbone helps and falls structure and also comprise fine tuning structure.
Described settling tank is positioned at the middle part of described concentrator, has swash plate and helps and fall structure.
Described swash plate helps and falls structure and have multiple row, and often row have multiple described structure, and the spacing of described every array structure is 1m.
Described outlet is communicated with the aspiration end that mortar pumps into.
Described concentrator is the enclosed construction with the top cover covering each pond, and described material feeding pond is positioned at the head of described concentrator, and the material inlet being positioned at top cover leads to described material feeding pond.
Described clear water reserviors are positioned at the afterbody of described concentrator, and described osculum is positioned at described clear water reserviors bottom.
On the top in the outside of described concentrator, there is ventilating opening.
There is multiple inspection hand-hole above described concentrator.
Beneficial effect of the present invention:
The present invention adopts the material feeding pond of linear arrangement successively, thickening pond, Buffer Pool, settling tank, clear water reserviors, carry out concentration to mine tailing, are discharged on the spot by the clear water deviate from simultaneously or recycle, concentrator structure is simple, saving space, and can realize the object of economize on electricity water-saving.
First ore pulp is carried out concentrated formation high-concentration ore slurry by the present invention, the ore pulp containing thin mud obtained is helped through the gravitational settling of progressively classification and swash plate simultaneously and fall, fine sand and thin mud is discharged respectively by sand excluding valve and mud clearing valve, finally obtain the liquid in clear water state, by regulating reset valve to control liquid level in thickening pond, clear water water quality reaching standard can be made.High-concentration ore slurry is discharged by mortar pump, and clear water can directly discharge or recycle.Like this, the structure of concentrator is simple on the one hand, and cost is low.On the other hand, the concentration of ore pulp can be realized again, obtain the clear water of recoverable or directly discharge while forming high-concentration ore slurry, raise the efficiency, save energy consumption.
The present invention adopts channeltype structure, linearly arranges, and can buriedly install, and does not substantially account for ore dressing plant volume.In addition, channel length is long, and actual settling area increases, and can make more simply to realize good effect of settling in concentrator structure simultaneously, effectively reduces the production cost of concentrator on the one hand, improves thickening efficiency on the other hand.
Described herringbone helps and falls structure increase current tortuosity and reduce settling height, thus Accelerated subsidence.
Described fine tuning structure regulates the ratio of top and the bottom passage flow ore pulp amount in described thickening pond, and then makes the clear water in clear water reserviors reach discharge standard or recycling.
The multiple swash plate of described multiple row helps the thin mud falling structure and can contribute in sedimentation low concentration ore pulp.
Accompanying drawing explanation
Fig. 1 is the cut-away view of the canal formula concentrator of a kind of linear arrangement of embodiments of the invention.
Reference numeral: 1-material inlet; 2-material feeding pond; 3-dividing plate; 4-thickening pond; 5-man-like shelf; The permeable window of 6-; 7-push-pull valve; 8-outlet; 9-Buffer Pool; 10-sand excluding valve; 11-mud clearing valve; 12-settling tank; 13-sedimentation swash plate; 14-clear water reserviors; 15-osculum; 16-checks hand-hole; 17-air vent.
Detailed description of the invention
For ease of understanding, below in conjunction with the drawings and specific embodiments, the invention will be further described.
Embodiment 1
Fig. 1 is the cut-away view of the canal formula concentrator of a kind of linear arrangement of the present invention, annexation between each component and operation principle as follows: a kind of canal formula concentrator of linear arrangement, comprises the material feeding pond 2 of linear arrangement successively, thickening pond 4, Buffer Pool 9, settling tank 12 and clear water reserviors 14; Described thickening pond 4 degree of depth is greater than other four pond degree of depth, is provided with outlet 8 bottom described thickening pond 4;
Described concentrator is the enclosed construction with the top cover covering each pond, described material feeding pond 2 is positioned at the head of described concentrator, and the material inlet 1 being positioned at top cover leads to described material feeding pond 2, and ore pulp enters material feeding pond 2 through material inlet 1, cross dividing plate 3, the heavy particle sedimentation in thickening pond 4 in ore pulp.Thickening pond 4 is separated into two parts in left and right by man-like shelf 5, utilizes the increase current tortuosity of man-like shelf 5 and reduces settling height, thus Accelerated subsidence.
The permeable window 6 of device on man-like shelf 5, to regulate the ratio of top and the bottom passage flow ore pulp amount.Control method adopts push-pull valve 7.The heavy particle settled down is discharged by outlet 8 with the ore pulp form of high concentration.The thin mud of non-sedimentation enters Buffer Pool 9, utilizes the further sedimentation of gravity wherein.The fine sand settled down drains into thickening pond by sand excluding valve 10.The ore pulp of low concentration overflowed from Buffer Pool enters settling tank 12, in settling tank 12 along water (flow) direction every 1 meter of distribution sedimentation swash plate 13, be beneficial to thin mud sedimentation.Low concentration flow of slurry enters clear water reserviors 14 in clear water state substantially to during canal tail, and is discharged by osculum 15.The husky mud settled down in settling tank drains into thickening pond by mud clearing valve 11.For just inspection operation, equipment inspection hand-hole 16 is answered in the appropriate location of dense canal, in addition in order to ensure that ore pulp is smooth, also should arrange natural ventilation hole 17.
First design width and the length of thickening pond during use according to ore pulp amount and concentration, finely tuned by push-pull valve again after building up, to make clear water reserviors water quality reaching standard.The clear water of discharging from osculum 15 can in line or recycling.Outlet 8 connects mortar pump entrance, continuous non-stop run.Gap is run according to the size of its difference region settling amount for sand excluding valve 10 and mud clearing valve 11.Robot control system(RCS) can be equipped come.
Embodiment 2
The calculating of dense canal
Note: mineral slurry flux is designated as G (m 3/ h) sinking speed of shale is designated as V in ore pulp 1(m/s); Ore pulp level run speed is designated as V 2(m/s); Settling height is designated as H (m); Sedimentation time is designated as t (s); Dense canal height of water level is designated as h (m), and degree of depth width of the channel degree is designated as b (m); Dense canal length is designated as L (m); The quantity of sedimentation swash plate is often organized in canal body.Then there is following relational expression:
V 1=0.3 × 10 -3m/s (experimental data)
V 2=G/(3600bh)
t=H/V 1=(h/n)/V 1
L=tV 2
Calculated examples
To select last person ore deposit, ironworks: suppose often to select last person ore deposit, ironworks to measure as G=120m 3/ h, concentration is 15%.Suppose width of the channel degree b=1m, canal height of water level h=1m, quantity n=10 that often organizes sedimentation swash plate, then can calculate:
V 2=G/(3600bh)=120/(3600×1×1)=0.033333m/s
t=H/V 1=(h/n)/V 1=(1/10)/(0.33×10 -4)=3030s
L=tV 2=3030×0.033333=101m
If select HRC type high pressure thickener, then the area needed is at least 12m 2, be highly about 10m, bulky.As adopted canal formula concentrator, although length increases a lot, reach 101m, because be linear arrangement, can't account for plant area's too large space, and canal formula concentrator structure is simple, basic mechanical action component, operation maintenance is extremely convenient.

Claims (9)

1. a canal formula concentrator for linear arrangement, is characterized in that: comprise the material feeding pond of linear arrangement successively, thickening pond, Buffer Pool, settling tank and clear water reserviors; The described thickening pond degree of depth is greater than other four pond degree of depth, is provided with outlet bottom described thickening pond; Arrange sand excluding valve bottom described Buffer Pool, one end of described sand excluding valve is communicated with bottom described Buffer Pool, and the other end is communicated with described thickening pond bottom and leads to outlet; Arrange mud clearing valve bottom described settling tank, one end of described mud clearing valve is communicated with the front end bottom described settling tank, and the other end is communicated with described thickening pond bottom and leads to outlet; Described clear water reserviors upper liquid leads to osculum.
2. the canal formula concentrator of linear arrangement according to claim 1, is characterized in that: described thickening pond top has herringbone and helps and fall structure.
3. the canal formula concentrator of linear arrangement according to claim 2, is characterized in that: described herringbone helps and falls structure and also comprise fine tuning structure.
4. the canal formula concentrator of linear arrangement according to claim 1, is characterized in that: described settling tank is positioned at the middle part of described concentrator, has swash plate and helps and fall structure.
5. the canal formula concentrator of linear arrangement according to claim 4, is characterized in that: described swash plate helps and falls structure and have multiple row, and often row have multiple described structure, and the spacing of described every array structure is 1m.
6. the canal formula concentrator of linear arrangement according to claim 1, is characterized in that: described outlet is communicated with the aspiration end that mortar pumps into.
7. the canal formula concentrator of linear arrangement according to claim 1, is characterized in that: described concentrator is the enclosed construction with the top cover covering each pond, and described material feeding pond is positioned at the head of described concentrator, the material inlet being positioned at top cover leads to described material feeding pond.
8. the canal formula concentrator of linear arrangement according to claim 1, is characterized in that: have ventilating opening on the top in the outside of described concentrator.
9. the canal formula concentrator of linear arrangement according to claim 1, is characterized in that: described concentrator is the enclosed construction with the top cover covering each pond, has multiple inspection hand-hole above described concentrator.
CN201410589752.6A 2014-10-28 2014-10-28 Linear trench-type thickener Pending CN104275002A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410589752.6A CN104275002A (en) 2014-10-28 2014-10-28 Linear trench-type thickener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410589752.6A CN104275002A (en) 2014-10-28 2014-10-28 Linear trench-type thickener

Publications (1)

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CN104275002A true CN104275002A (en) 2015-01-14

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201279400Y (en) * 2008-09-12 2009-07-29 江苏新纪元环保有限公司 Sand scraping and sucking device in water treatment sedimentation basin
CN202355879U (en) * 2011-10-21 2012-08-01 江苏大阳光辅股份有限公司 Overflow type sedimentation tank
WO2012167486A1 (en) * 2011-06-07 2012-12-13 珠海九通水务有限公司 Sedimentation tank provided with horizontal pipe sediment separation device
CN103100242A (en) * 2013-02-22 2013-05-15 蔡宏武 Canal type thickener

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201279400Y (en) * 2008-09-12 2009-07-29 江苏新纪元环保有限公司 Sand scraping and sucking device in water treatment sedimentation basin
WO2012167486A1 (en) * 2011-06-07 2012-12-13 珠海九通水务有限公司 Sedimentation tank provided with horizontal pipe sediment separation device
CN202355879U (en) * 2011-10-21 2012-08-01 江苏大阳光辅股份有限公司 Overflow type sedimentation tank
CN103100242A (en) * 2013-02-22 2013-05-15 蔡宏武 Canal type thickener

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Application publication date: 20150114