CN201173137Y - Filing device - Google Patents
Filing device Download PDFInfo
- Publication number
- CN201173137Y CN201173137Y CNU2007201909017U CN200720190901U CN201173137Y CN 201173137 Y CN201173137 Y CN 201173137Y CN U2007201909017 U CNU2007201909017 U CN U2007201909017U CN 200720190901 U CN200720190901 U CN 200720190901U CN 201173137 Y CN201173137 Y CN 201173137Y
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- China
- Prior art keywords
- filling slurry
- mixing plant
- water quenching
- quenching slag
- cementitious matter
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- 238000002156 mixing Methods 0.000 claims abstract description 77
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 68
- 239000002562 thickening agent Substances 0.000 claims abstract description 44
- 239000002002 slurry Substances 0.000 claims description 92
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 71
- 241000196324 Embryophyta Species 0.000 claims description 59
- 238000010791 quenching Methods 0.000 claims description 57
- 230000000171 quenching effect Effects 0.000 claims description 57
- 239000002893 slag Substances 0.000 claims description 56
- 238000003756 stirring Methods 0.000 claims description 18
- 230000004087 circulation Effects 0.000 claims description 14
- 239000012141 concentrate Substances 0.000 claims description 12
- 239000002390 adhesive tape Substances 0.000 claims description 4
- 238000007599 discharging Methods 0.000 claims description 4
- 230000001105 regulatory effect Effects 0.000 claims description 4
- 241000734468 Listera Species 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000003860 storage Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract 6
- 230000018044 dehydration Effects 0.000 abstract 1
- 238000006297 dehydration reaction Methods 0.000 abstract 1
- 238000001914 filtration Methods 0.000 abstract 1
- 239000004576 sand Substances 0.000 description 9
- 230000008719 thickening Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 239000002440 industrial waste Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000012065 filter cake Substances 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
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- Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
Abstract
The utility model discloses a filling device. The filling device comprises a deep cone thickener for storing and concentrating tail mortar, a cementing material bunker for storing cementing material, a mixing device and a conveying device, wherein, the mixing device is respectively connected with the deep cone thickener and the cementing material bunker and collects the concentrated tail mortar and the cementing material respectively from the deep cone thickener and the cementing material bunker, so as to mix the concentrated tail mortar and the cementing material into the filling mortar; the conveying device is connected with the mixing device, collects the filling mortar from the mixing device and conveys the filling mortar to the mine exhausted area. Through the adoption of the deep cone thickener, the concentration efficiency of the filling device in the utility model is better, the concentration degree is higher, and the dehydration operation to the concentrated tail mortar through a filtering machine is not required, therefore, the device is simple, and the cost is low.
Description
Technical field
The utility model relates to a kind of mine filling device, relates in particular to a kind of stowage unit with deep wimble thickener.
Background technology
Mine filling device is used for filling is carried out in the minery that stays after the mining, traditional mine filling device comprises the sand storehouse, the sand storehouse is used for concentrating or storing last mortar, the last mortar of low concentration is imported from the Sha Cang top, after tailings precipitates in the sand storehouse and concentrates, the sandpipe of putting by the bottom gives off, and is used to prepare filling slurry.
The sand storehouse is to utilize the deadweight of last mortar to precipitate concentrated within it, therefore, the thickening efficiency and the concentrating degree of mortar are lower, for example, the concentration that comes from the last mortar in ore dressing plant is generally 15%-20%, degree of thickening was 45%-50% after process sand storehouse concentrated, concentration can't be applicable to the preparation filling slurry for the 45%-50% last mortar, for this reason, be to utilize filter that concentration is further concentrated for the 45%-50% last mortar traditionally, dewater and the formation filter cake, utilize described filter cake to prepare filling slurry then.
Above-mentioned traditional stowage unit need carry out twice to the last mortar that comes from the ore dressing plant and concentrate, so equipment and complex process, the cost height.
In addition, the volume in sand storehouse is less, and the ability that stores last mortar is low, therefore, when the amount of filling slurry needs to need to install a plurality of sand storehouse, even want many stowage units when bigger, has further increased the complexity and the cost of equipment.
The utility model content
The purpose of this utility model is intended to one of solve the aforementioned problems in the prior at least.
For this reason,, propose a kind of stowage unit, comprising: the deep wimble thickener of storage and concentrated last mortar according to first aspect of the present utility model; Store the glued feed bin of cementitious matter; Mixing plant, described mixing plant links to each other with glued feed bin with described deep wimble thickener respectively and receives last mortar and cementitious matter after concentrating respectively from deep wimble thickener and glued feed bin, so that last mortar after will concentrating and cementitious matter mix and stir into filling slurry; And conveying device, described conveying device links to each other with described mixing plant and is used for receiving filling slurry and filling slurry being transported to mine worked-out section from mixing plant.
Also have following additional technical feature according to stowage unit of the present utility model:
Stowage unit further comprises the filling slurry concentration adjusting device, and the filling slurry concentration adjusting device links to each other with described mixing plant and is used for supplying water so that regulate the concentration of filling slurry to described mixing plant.
Described filling slurry concentration adjusting device comprises: the pond, and described pond is used for retaining; Content gauge, described content gauge are arranged on the water level that is used to indicate on the described pond in the pond; Flow meter, described flow meter are arranged on the amount that is used to detect the water of supplying with to mixing plant from the pond between described pond and the mixing plant; And flow control valve, described flow control valve is arranged on and is used to regulate the water yield of supplying with to mixing plant from the pond between described pond and the mixing plant.
Described conveying device comprises: double helix feeding machine, described double helix feeding machine link to each other with described mixing plant to receive filling slurry from described mixing plant; Delivery pump, described delivery pump link to each other with described double helix feeding machine with receive filling slurry from described double helix feeding machine and with the filling slurry that receives by being transported to mine worked-out section; With the filling slurry densimeter, described filling slurry densimeter is arranged on the exit of delivery pump and links to each other with described filling slurry concentration adjusting device, be used to detect concentration and generation filling slurry concentration signal from the filling slurry of delivery pump discharge, described filling slurry concentration signal feeds back to the filling slurry concentration adjusting device, so that the filling slurry concentration adjusting device is regulated the concentration of filling slurry based on described filling slurry concentration signal.
Stowage unit further comprises the Water Quenching Slag storehouse, described Water Quenching Slag storehouse links to each other with described mixing plant and is used to store Water Quenching Slag, and described mixing plant receives last mortar, cementitious matter and Water Quenching Slag after concentrating respectively from deep wimble thickener, glued feed bin and Water Quenching Slag storehouse, so that the last mortar after will concentrating, cementitious matter and Water Quenching Slag stir into filling slurry.
Stowage unit further comprises: the Water Quenching Slag feeder, and described Water Quenching Slag feeder is arranged on the exit in Water Quenching Slag storehouse, is used for from Water Quenching Slag storehouse reception Water Quenching Slag; Vibrosieve, described vibrosieve is arranged on the below of Water Quenching Slag feeder, is used for receiving Water Quenching Slag from the Water Quenching Slag feeder; With the transferring adhesive tape machine, described transferring adhesive tape machine is transported in the mixing plant from vibrosieve reception Water Quenching Slag and with the Water Quenching Slag that receives.
Described Water Quenching Slag feeder is a disk feeder.Described mixing plant comprises: the last mortar after batch mixing bucket, described batch mixing bucket are used for receive concentrating from deep wimble thickener and receive cementitious matter from glued feed bin; And mixer, described mixer is arranged on the below of batch mixing bucket and links to each other with described conveying device, be used for receive from the batch mixing bucket concentrate after last mortar and cementitious matter stir into filling slurry.
Described mixer is the twayblade mixer.Stowage unit further comprises: the cementitious matter feeder, and described cementitious matter feeder is arranged on the below of glued feed bin, and the cementitious matter that is used for discharging from glued feed bin is transported to mixing plant; And impact flow meter, described impact flow meter is arranged between cementitious matter feeder and the mixing plant, is used to detect the amount that the cementitious matter feeder is transported to the cementitious matter of mixing plant.
Described cementitious matter feeder is the duplex tube helix feeding machine.Described deep wimble thickener comprises: main body, and described main body comprises cylindrical portion, is positioned at the cone portion below the cylindrical portion and is positioned at following cylindrical portion below the cone portion; Agitating device, described agitating device are arranged in the described main body; Drive unit, described drive unit drive described agitating device rotation so that stir the interior slip of main body; And the circulating system, the described circulating system is communicated with the bottom of described cylindrical portion down respectively in the main body outside with the top and the last cylindrical portion of described cylinder down, so that last mortar is transported in the top of described upward cylindrical portion and/or described cylinder down from the described bottom of cylindrical portion down.
Offer slurry outlet on the lower sides of described down cylindrical portion in position near the bottom, on the upper portion side wall of described down cylindrical portion the position near the top offer circulation overfall hole down and described on offer cocycle overfall hole on the sidewall of cylindrical portion in position near the cone portion top
The wherein said circulating system comprises the underflow pump, the inlet of described underflow pump links to each other with described slurry outlet, described underflow delivery side of pump links to each other with cocycle overfall hole with described circulation overfall hole down with the cocycle pipeline by following circulating line respectively, and descends circulating line and cocycle pipeline to be provided with gate valve.
Described underflow delivery side of pump also links to each other with accident pool by drainage conduit.Distance between the center in described cocycle overfall hole and the top of cone portion is 1 meter.
Compared with prior art, stowage unit of the present utility model has one of following advantage at least:
According to stowage unit of the present utility model, adopt deep wimble thickener to concentrate last mortar, compare with the sand storehouse, the thickening efficiency of deep wimble thickener is better, and concentrating degree is higher, for example, deep wimble thickener can be that the last mortar once concentration of 15%-20% is that concentration is about 75% the last mortar that can satisfy preparation filling slurry needs with the concentration that comes from the ore dressing plant, do not need filter to carry out dehydrating operations again, so equipment is simple, cost is low.
In addition, has agitating device in the deep wimble thickener, can the last mortar in the deep wimble thickener be stirred, therefore concentrating efficiency improves, and compares with the sand storehouse, and deep wimble thickener has bigger storage capacity, even the requirement of filling slurry is very big, do not need to be provided with in addition a plurality of deep wimble thickeners or stowage unit yet, therefore further simplified stowage unit, reduced cost.
According to stowage unit of the present utility model, except deep wimble thickener, also be provided with the Water Quenching Slag storehouse, be used to store Water Quenching Slag, Water Quenching Slag is to utilize industrial waste residue to form through shrend, and for example the industrial waste residue utilization shrend of blast furnace forms, thereby can utilize Water Quenching Slag and last mortar and cementitious matter to be mixed into filling slurry, not only effectively utilize other industrial waste residues, solved environmental issue, and can increase the intensity after filling slurry solidifies.
And then, be provided with two circulations up and down according to the deep wimble thickener in the stowage unit of the present utility model, when discharge not, cocycle is used for the underflow last mortar is transported to position between cylindrical portion inner cone body top and the last cylinder top from the following bottom of cylindrical portion, is used for the underflow last mortar is transported to down from the bottom of cylindrical portion down the bottom of cylindrical portion and circulate down.Therefore, during cocycle, can fully mix coming near last mortar following cylindrical portion, that deposit entering underflow last mortar and the dark dense mixing plant of awl (for example harrowing frame) in the cylindrical portion from cone portion top and position between the last cylindrical portion top, have broken arching action, prevent that pressure from harrowing.At following circulation time, last mortar is only circulating in the cylindrical portion down, and the sedimentation of the tailings in can the acceleration cone body reaches the effect that concentrates fast, has improved thickening efficiency.
Aspect that the utility model is additional and advantage part in the following description provide, and part will become obviously from the following description, or recognize by practice of the present utility model.
Description of drawings
Above-mentioned and/or other aspects of the present utility model and advantage are from obviously and easily understanding becoming the description of embodiment below in conjunction with accompanying drawing, wherein:
Fig. 1 is the schematic diagram according to the stowage unit of the utility model embodiment;
Fig. 2 is the schematic diagram according to the stowage unit of another embodiment of the utility model;
Fig. 3 is the schematic diagram according to the deep wimble thickener of the stowage unit of the utility model embodiment; With
Fig. 4 is the schematic diagram according to the filling operating process of utilizing deep wimble thickener of the utility model embodiment.
The specific embodiment
Describe embodiment of the present utility model below in detail, the example of described embodiment is shown in the drawings, and wherein identical from start to finish label is represented components identical.Be used to explain the utility model below by the embodiment that is described with reference to the drawings, described embodiment is exemplary, and can not be interpreted as restriction of the present utility model.
Fig. 1 is the schematic diagram according to the stowage unit with deep wimble thickener of the utility model embodiment.Shown in 1, comprise deep wimble thickener 1 according to the stowage unit of the utility model embodiment, glued feed bin 3, mixing plant and conveying device, deep wimble thickener 1 is used to store and concentrate the last mortar that comes from the ore dressing plant.Glued feed bin 3 is used to store cementitious matter, cement for example, and cementitious matter can be transported in the glued feed bin 3 by the cementitious matter tank car.The last mortar simmer down to concentration that the concentration that deep wimble thickener 1 will come from the ore dressing plant is generally 15%-20% is about 75% last mortar, and concentration is that about 75% last mortar can be directly used in the preparation filling slurry, and does not need to concentrate once more or dewater.Last mortar after concentrating for example supplies to mixing plant by pipeline, last mortar gate valve 28c can be set on the described pipeline, cementitious matter supplies to the stirring mixing plant by pipeline from glued feed bin 3, last mortar after mixing plant will concentrate and cementitious matter mixing also stir into filling slurry, described filling slurry supplies to conveying device then, be transported to mine worked-out section by conveying device by endless tube or boring, thereby mine worked-out section is carried out filling.
As shown in Figure 1, further comprise the filling slurry concentration adjusting device according to the stowage unit of the utility model embodiment, the filling slurry concentration adjusting device supplies water so that regulate the concentration of filling slurry to mixing plant.
More specifically, the filling slurry concentration adjusting device comprises the pond 4 of retaining, supplies water to mixing plant by supply channel in pond 4; Be arranged on the content gauge 41 that is used to indicate the water level in the pond 4 on the pond; Flow meter 44, flow meter 44 are used to detect from the pond amount of 4 water of supplying with to mixing plant; With flow control valve 43, flow control valve 43 is used for regulating from the pond to mixing plant, for example the amount of the water supplied with of batch mixing bucket 15 (following argumentation).In addition, on supply channel, gate valve 42a can also be set, be used for disconnecting and connecting supply channel.
In the embodiment shown in fig. 1, flow meter 44 and flow control valve 43 are in parallel with supply channel and between them gate valve 42c can be set.On the supply channel in parallel, gate valve 42b can be set with flow meter 44 and flow control valve 43.Yet the utility model is not limited to this, and for example flow meter 44 and flow control valve 43 can be set directly on the supply channel and connect with gate valve 42a, and gate valve 42b is not set.
As shown in Figure 1, comprise can batch mixing bucket 15 and mixer 16 for mixing plant.Last mortar after deep wimble thickener 1 concentrates and the cementitious matter in the glued feed bin 3 all are discharged in the batch mixing bucket 15.Mixer 16 is arranged on the below of batch mixing bucket 15, be used for receive from batch mixing bucket 15 concentrate after last mortar and cementitious matter stir into filling slurry, then filling slurry is supplied to conveying device.Though in embodiment illustrated in fig. 1, mixer 16 is arranged on the below of batch mixing bucket 15, yet the utility model is not limited to this, for example mixer 16 can be arranged in the batch mixing bucket 15, perhaps in batch mixing bucket 15 stirring vane is set so that replace mixer 16.According to embodiment of the present utility model, mixer 16 can adopt the twayblade mixer.
As shown in Figure 1, conveying device comprises double helix feeding machine 17, delivery pump 19 and filling slurry densimeter 20.Entrance at delivery pump 19 can be provided with hopper 18, is used for receiving filling slurry from double helix feeding machine 17, and certainly, hopper 18 also can be the part of delivery pump 19.In addition, double helix feeding machine 17 also can replace with the feeder of other any suitable forms.Double helix feeding machine 17 receives filling slurry from mixer 16, for example by pipeline filling slurry is transported in the hopper 18 then.Delivery pump 19 is pumped into mine worked-out section with the filling slurry in the hopper 18.Filling slurry densimeter 20 is arranged on the exit of delivery pump 19, be used to detect concentration and generation filling slurry concentration signal from the filling slurry of delivery pump 19 discharges, the filling slurry concentration signal can feed back to the filling slurry concentration adjusting device, for example, flow control valve 43, so that the filling slurry concentration adjusting device is regulated the water yield that supplies in the batch mixing bucket 15 based on the filling slurry concentration signal, thereby regulate the concentration of filling slurry, for example filling slurry is adjusted to the paste body filling slip, the concentration of paste body filling slip is roughly 85%.
As shown in Figure 1, stowage unit according to the utility model embodiment can also comprise cementitious matter feeder 14 and impact flow meter 31, cementitious matter feeder 14 is arranged on the below of glued feed bin 3, and the cementitious matter that is used for discharging from glued feed bin 3 is transported to mixing plant.Punching flow 31 is arranged between cementitious matter feeder 14 and the mixing plant, is used to detect the amount that cementitious matter feeder 14 is transported to the cementitious matter of mixing plant.According to the further embodiment of the utility model, cementitious matter feeder 14 is the duplex tube helix feeding machine.
Below with reference to the stowage unit of Fig. 2 description according to another embodiment of the utility model.As shown in Figure 2, further comprise Water Quenching Slag storehouse 2 according to the stowage unit of another embodiment of the utility model, Water Quenching Slag storehouse 2 is used to store Water Quenching Slag, and for example the industrial waste residue of blast furnace processes by shrend.Mixing plant receives last mortar, cementitious matter and the Water Quenching Slag after concentrating respectively from deep wimble thickener 1, glued feed bin 3 and Water Quenching Slag storehouse 2 thus, so that the last mortar after will concentrating, cementitious matter and Water Quenching Slag stir into filling slurry.
According to the further embodiment of the utility model, as shown in Figure 2, stowage unit further comprises Water Quenching Slag feeder 11, vibrosieve 12 and rubber conveyer 13.
Water Quenching Slag feeder 11 is arranged on the exit in Water Quenching Slag storehouse 2, and the Water Quenching Slag that are used for 2 discharges from the Water Quenching Slag storehouse are transported to vibrosieve 12.Water Quenching Slag feeder 11 for example can be disk feeder.
Vibrosieve 12 is arranged on the below of Water Quenching Slag feeder 11, is used to sieve the Water Quenching Slag that transports from Water Quenching Slag feeder 11.
Rubber conveyer 13 will be delivered in the mixing plant from a part of Water Quenching Slag of vibrosieve 12 screenings, be used to prepare filling slurry.
Other formations of stowage unit embodiment illustrated in fig. 2 can be identical with stowage unit shown in Figure 1, repeats no more here.
Describe the deep wimble thickener 1 that uses in the utility model stowage unit in detail below with reference to Fig. 2 and Fig. 3.
Shown in Fig. 2 and 3, deep wimble thickener 1 comprises main body, agitating device 25, the drive unit 26 and the circulating system.
The main body of deep wimble thickener 1 comprises cylindrical portion 21, cone portion 22 of joining with the bottom of last cylindrical portion 21 and the following cylindrical portion 23 of joining with cone portion 22 bottoms.Though main body is divided into above-mentioned three parts, yet, need to prove that these three parts can be one.The top end diameter of cone portion 22 is greater than the bottom diameter.
Agitating device 25 is arranged in the main body, more specifically, as shown in Figure 1, is arranged in the cone portion 22, is used to stir the last mortar in the main body, thereby last mortar is concentrated, and agitating device 25 can be the rake frame.
As shown in Figure 3, drive unit 26 can be arranged on the main body top, is used to drive agitating device 25, and particularly, drive unit 26 for example can be drive motors, and drive motors links to each other with the rake frame by driving shaft.
The circulating system of deep wimble thickener 1 will descend the bottom of cylindrical portion 23 to be communicated with the top of following cylinder 3 by pipeline in the main body outside, and will descend the bottom of cylindrical portion 23 to be communicated with by pipeline in the main body outside with last cylindrical portion 21, as shown in Figure 3, the position that last cylindrical portion 21 is communicated with the bottom of following cylindrical portion 23 is between the top of the top of cone portion 22 and last cylindrical portion 21, and best top near cone portion 22, thus, the underflow last mortar of discharging from the following bottom of cylindrical portion 23 can be transported to down in the top of cylindrical portion 23 and/or in the cylindrical portion 21.
When not needing discharge, the underflow last mortar of deep wimble thickener 1 has two kinds of endless form, i.e. cocycle and circulation down, and during cocycle, the tailings of deposition fully mixes near underflow last mortar and the stirring rake frame 25, has the broken effect of encircleing and preventing to press rake; Following circulation time, underflow last mortar are only circulating in the cylindrical portion 23 down, have therefore quickened the sedimentation of the tailings in the cone portion, have realized concentrating fast, have improved thickening efficiency.
As shown in Figure 3, offer slurry outlet 23a in position on the lower sides of following cylindrical portion 23, and down offer circulation overfall hole 23b down on the upper portion side wall of cylindrical portion 23 in position near the top near the bottom.Offer cocycle overfall hole 21a in the position near cone portion 22 tops on the sidewall of last cylindrical portion 21, for example, the distance H between the center of cocycle overfall hole 21a and the top of cone portion 22 can be about 1 meter.And the distance between the top of the center of distance between the bottom of the center of slurry outlet 23a and following cylindrical portion 23 and following circulation overfall hole 23b and following cylindrical portion 23 can all be 0.3 meter.Yet above-mentioned concrete distance only is an example, rather than to restriction of the present utility model.
The circulating system comprises underflow pump 24, and the inlet of underflow pump 24 links to each other with slurry outlet 23a by pipeline, and circulating line links to each other with cocycle overfall hole 21a with following circulation overfall hole 23b with the cocycle pipeline and the outlet of underflow pump 24 is passed through down respectively.Be respectively arranged with gate valve 28b and 28a on following circulating line and the cocycle pipeline, gate valve 28b and 28a can control and carry out still circulation down of cocycle.
The outlet of underflow pump 24 also links to each other with drainage conduit 29, and drainage conduit 29 is provided with discharge gate valve 28c, and when while closing gate valve 28b and 28a, drainage conduit 29 and discharge gate valve 28c are used for the last mortar after concentrating is discharged in the batch mixing bucket 15.Certainly, the entrance side of underflow pump 24 also can be provided with the gate valve (not shown).
The outlet of underflow pump 24 can also link to each other with accident pool 27 by drainage conduit 29, and the centre is provided with gate valve 28d, thereby when accident occurring, deep wimble thickener 1 interior last mortar can be discharged in the accident pool 27.
According to the utility model, the cocycle of deep cone thickener 1 and following circulation are independent loops, thereby can accelerate thickening efficiency, prevent that the tailings arch camber of inside from harrowing with pressing.
Below with reference to the flow process of Fig. 4 description according to the filling operation of the stowage unit of the utility model embodiment.As shown in Figure 4, filling operation according to the utility model embodiment, first-selection utilizes deep wimble thickener to concentrate the last mortar that comes from the ore dressing plant, with last mortar and the cementitious matter after concentrating, cement for example mixes and stirs into filling slurry, certainly, also the last mortar after concentrating, cementitious matter and Water Quenching Slag can be mixed together and stir into filling slurry, at last the filling slurry for preparing is transported to mine worked-out section.
Alternatively, when mixing and stir last mortar, cementitious matter and Water Quenching Slag, can in it, add water, for example filling slurry can be adjusted to the hydraulic fill slip, high concentration filling slurry, or paste body filling slip so that regulate the concentration of filling slurry.
Under the situation of high concentration and paste body filling slip,, therefore can utilize delivery pump that filling slurry is transported to mine worked-out section because the concentration of filling slurry is higher.
According to the filling of the utility model embodiment operation, owing to adopt deep wimble thickener that last mortar is concentrated, therefore, do not need the last mortar after concentrating utilized again and press the machine of quenching to carry out dehydrating operations, thickening efficiency improves, and equipment is simple, and cost is low.And then, by circulation up and down is set, can further improve thickening efficiency on deep wimble thickener, improve concentrated effect.
Although illustrated and described embodiment of the present utility model, for the ordinary skill in the art, be appreciated that under the situation that does not break away from principle of the present utility model and spirit can change these embodiment, substitutions and modifications, scope of the present utility model is limited by claims and equivalent thereof.
Claims (15)
1, a kind of stowage unit is characterized in that, comprising:
The deep wimble thickener of storage and concentrated last mortar;
Store the glued feed bin of cementitious matter;
Mixing plant, described mixing plant links to each other with glued feed bin with described deep wimble thickener respectively and receives last mortar and cementitious matter after concentrating respectively from deep wimble thickener and glued feed bin, so that last mortar after will concentrating and cementitious matter mix and stir into filling slurry; With
Conveying device, described conveying device link to each other with described mixing plant and are used for receiving filling slurry and filling slurry being transported to mine worked-out section from mixing plant.
2, stowage unit according to claim 1, it is characterized in that, further comprise the filling slurry concentration adjusting device, described filling slurry concentration adjusting device links to each other with described mixing plant and is used for supplying water so that regulate the concentration of filling slurry to described mixing plant.
3, stowage unit according to claim 2 is characterized in that, described filling slurry concentration adjusting device comprises:
The pond, described pond is used for retaining;
Content gauge, described content gauge are arranged on the water level that is used to indicate on the described pond in the pond;
Flow meter, described flow meter are arranged on the amount that is used to detect the water of supplying with to mixing plant from the pond between described pond and the mixing plant; With
Flow control valve, described flow control valve are arranged on and are used to regulate the water yield of supplying with to mixing plant from the pond between described pond and the mixing plant.
4, stowage unit according to claim 2 is characterized in that, described conveying device comprises:
Double helix feeding machine, described double helix feeding machine link to each other with described mixing plant to receive filling slurry from described mixing plant;
Delivery pump, described delivery pump link to each other with described double helix feeding machine with receive filling slurry from described double helix feeding machine and with the filling slurry that receives by being transported to mine worked-out section; With
The filling slurry densimeter, described filling slurry densimeter is arranged on the exit of delivery pump and links to each other with described filling slurry concentration adjusting device, be used to detect concentration and generation filling slurry concentration signal from the filling slurry of delivery pump discharge, described filling slurry concentration signal feeds back to the filling slurry concentration adjusting device, so that the filling slurry concentration adjusting device is regulated the concentration of filling slurry based on described filling slurry concentration signal.
5, stowage unit according to claim 1, it is characterized in that, further comprise the Water Quenching Slag storehouse, described Water Quenching Slag storehouse links to each other with described mixing plant and is used to store Water Quenching Slag, and described mixing plant receives last mortar, cementitious matter and Water Quenching Slag after concentrating respectively from deep wimble thickener, glued feed bin and Water Quenching Slag storehouse, so that the last mortar after will concentrating, cementitious matter and Water Quenching Slag stir into filling slurry.
6, stowage unit according to claim 5 is characterized in that, further comprises:
The Water Quenching Slag feeder, described Water Quenching Slag feeder is arranged on the exit in Water Quenching Slag storehouse, is used for from Water Quenching Slag storehouse reception Water Quenching Slag;
Vibrosieve, described vibrosieve is arranged on the below of Water Quenching Slag feeder, is used for receiving Water Quenching Slag from the Water Quenching Slag feeder; With
The transferring adhesive tape machine, described transferring adhesive tape machine is transported in the mixing plant from vibrosieve reception Water Quenching Slag and with the Water Quenching Slag that receives.
7, stowage unit according to claim 6 is characterized in that, described Water Quenching Slag feeder is a disk feeder.
8, stowage unit according to claim 1 is characterized in that, described mixing plant comprises:
Last mortar after batch mixing bucket, described batch mixing bucket are used for receive concentrating from deep wimble thickener and receive cementitious matter from glued feed bin; With
Mixer, described mixer are arranged on the below of batch mixing bucket and link to each other with described conveying device, be used for receive from the batch mixing bucket concentrate after last mortar and cementitious matter stir into filling slurry.
9, stowage unit according to claim 8 is characterized in that, described mixer is the twayblade mixer.
10, stowage unit according to claim 1 is characterized in that, further comprises:
The cementitious matter feeder, described cementitious matter feeder is arranged on the below of glued feed bin, and the cementitious matter that is used for discharging from glued feed bin is transported to mixing plant; With
Impact flow meter, described impact flow meter is arranged between cementitious matter feeder and the mixing plant, is used to detect the amount that the cementitious matter feeder is transported to the cementitious matter of mixing plant.
11, stowage unit according to claim 10 is characterized in that, described cementitious matter feeder is the duplex tube helix feeding machine.
12, according to each described stowage unit among the claim 1-11, it is characterized in that described deep wimble thickener comprises:
Main body, described main body comprises cylindrical portion, is positioned at the cone portion below the cylindrical portion and is positioned at following cylindrical portion below the cone portion;
Agitating device, described agitating device are arranged in the described main body;
Drive unit, described drive unit drive described agitating device rotation so that stir the interior last mortar of main body; With
The circulating system, the described circulating system is communicated with the bottom of described cylindrical portion down respectively in the main body outside with the top and the last cylindrical portion of described cylinder down, so that last mortar is transported in the top of described upward cylindrical portion and/or described cylinder down from the described bottom of cylindrical portion down.
13, stowage unit according to claim 12, it is characterized in that, offer slurry outlet on the lower sides of described down cylindrical portion in position near the bottom, on the upper portion side wall of described down cylindrical portion the position near the top offer circulation overfall hole down and described on offer cocycle overfall hole on the sidewall of cylindrical portion in position near the cone portion top
The wherein said circulating system comprises the underflow pump, the inlet of described underflow pump links to each other with described slurry outlet, described underflow delivery side of pump links to each other with cocycle overfall hole with described circulation overfall hole down with the cocycle pipeline by following circulating line respectively, and descends circulating line and cocycle pipeline to be provided with gate valve.
14, stowage unit according to claim 13 is characterized in that, described underflow delivery side of pump also links to each other with accident pool by drainage conduit.
15, stowage unit according to claim 13 is characterized in that, the distance between the center in described cocycle overfall hole and the top of cone portion is 1 meter.
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| CNU2007201909017U CN201173137Y (en) | 2007-12-27 | 2007-12-27 | Filing device |
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| Application Number | Priority Date | Filing Date | Title |
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| CNU2007201909017U CN201173137Y (en) | 2007-12-27 | 2007-12-27 | Filing device |
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| CN201173137Y true CN201173137Y (en) | 2008-12-31 |
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| CNU2007201909017U Expired - Lifetime CN201173137Y (en) | 2007-12-27 | 2007-12-27 | Filing device |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296988A (en) * | 2011-07-06 | 2011-12-28 | 湖南科技大学 | Paste gravity filling simulation test device |
| CN101469614B (en) * | 2007-12-27 | 2012-01-04 | 中国恩菲工程技术有限公司 | Filling apparatus |
| CN105525945A (en) * | 2016-01-18 | 2016-04-27 | 河北钢铁集团矿业有限公司 | High-concentration full-tailing cementing continuous filling device and method |
| CN108119170A (en) * | 2017-12-19 | 2018-06-05 | 淮南矿业(集团)有限责任公司 | Ventilating shaft grouting water blocking method |
| CN108547659A (en) * | 2018-06-19 | 2018-09-18 | 长沙矿山研究院有限责任公司 | Tailing slurry filling system and technique |
| WO2019076061A1 (en) * | 2017-10-17 | 2019-04-25 | 北京科技大学 | Disposal method for gold mine cyanide tailing paste |
| CN114701072A (en) * | 2022-04-07 | 2022-07-05 | 山东奥英重工科技设备有限公司 | Full-automatic production line for high-concentration cemented filling combining dry tail sand and concentrated tail sand slurry |
| CN117266919A (en) * | 2023-08-21 | 2023-12-22 | 贵州息烽磷矿有限责任公司 | A kind of mining fiber filling system |
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2007
- 2007-12-27 CN CNU2007201909017U patent/CN201173137Y/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101469614B (en) * | 2007-12-27 | 2012-01-04 | 中国恩菲工程技术有限公司 | Filling apparatus |
| CN102296988A (en) * | 2011-07-06 | 2011-12-28 | 湖南科技大学 | Paste gravity filling simulation test device |
| CN105525945A (en) * | 2016-01-18 | 2016-04-27 | 河北钢铁集团矿业有限公司 | High-concentration full-tailing cementing continuous filling device and method |
| WO2019076061A1 (en) * | 2017-10-17 | 2019-04-25 | 北京科技大学 | Disposal method for gold mine cyanide tailing paste |
| US11267744B2 (en) | 2017-10-17 | 2022-03-08 | University Of Science And Technology Beijing | Gold mine cyanide tailing disposal method using paste technology |
| CN108119170A (en) * | 2017-12-19 | 2018-06-05 | 淮南矿业(集团)有限责任公司 | Ventilating shaft grouting water blocking method |
| CN108547659A (en) * | 2018-06-19 | 2018-09-18 | 长沙矿山研究院有限责任公司 | Tailing slurry filling system and technique |
| CN114701072A (en) * | 2022-04-07 | 2022-07-05 | 山东奥英重工科技设备有限公司 | Full-automatic production line for high-concentration cemented filling combining dry tail sand and concentrated tail sand slurry |
| CN117266919A (en) * | 2023-08-21 | 2023-12-22 | 贵州息烽磷矿有限责任公司 | A kind of mining fiber filling system |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20081231 Effective date of abandoning: 20071227 |