CN108501221A - Filling slurry Preparation equipment, technique and filling system - Google Patents
Filling slurry Preparation equipment, technique and filling system Download PDFInfo
- Publication number
- CN108501221A CN108501221A CN201810313339.5A CN201810313339A CN108501221A CN 108501221 A CN108501221 A CN 108501221A CN 201810313339 A CN201810313339 A CN 201810313339A CN 108501221 A CN108501221 A CN 108501221A
- Authority
- CN
- China
- Prior art keywords
- filling
- tailings
- setting pot
- pipe
- slurry preparation
- 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.)
- Pending
Links
- 238000011049 filling Methods 0.000 title claims abstract description 130
- 239000002002 slurry Substances 0.000 title claims abstract description 117
- 238000002360 preparation method Methods 0.000 title claims abstract description 33
- 238000000034 method Methods 0.000 title claims abstract description 12
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 35
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 238000002156 mixing Methods 0.000 claims abstract description 28
- 238000005065 mining Methods 0.000 claims abstract description 10
- 238000004537 pulping Methods 0.000 claims description 54
- 239000004576 sand Substances 0.000 claims description 34
- 230000018044 dehydration Effects 0.000 claims description 21
- 238000006297 dehydration reaction Methods 0.000 claims description 21
- 239000003381 stabilizer Substances 0.000 claims description 15
- 230000003139 buffering effect Effects 0.000 claims description 12
- 239000004568 cement Substances 0.000 claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 239000011347 resin Substances 0.000 claims description 2
- 229920005989 resin Polymers 0.000 claims description 2
- 238000012797 qualification Methods 0.000 claims 1
- 230000006641 stabilisation Effects 0.000 claims 1
- 238000011105 stabilization Methods 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 19
- 238000005303 weighing Methods 0.000 abstract description 10
- 239000012141 concentrate Substances 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 27
- 241000196324 Embryophyta Species 0.000 description 21
- 238000010586 diagram Methods 0.000 description 13
- 239000004744 fabric Substances 0.000 description 13
- 238000003756 stirring Methods 0.000 description 12
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000000203 mixture Substances 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000001276 controlling effect Effects 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 238000007664 blowing Methods 0.000 description 3
- 239000000872 buffer Substances 0.000 description 3
- 238000001914 filtration Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000004606 Fillers/Extenders Substances 0.000 description 2
- 241000405070 Percophidae Species 0.000 description 2
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 230000001186 cumulative effect Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 239000011593 sulfur Substances 0.000 description 2
- 229910052717 sulfur Inorganic materials 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 229920000742 Cotton Polymers 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 244000082204 Phyllostachys viridis Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 244000273618 Sphenoclea zeylanica Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000003129 oil well Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C9/00—General arrangement or layout of plant
- B28C9/02—General arrangement or layout of plant for producing mixtures of clay or cement with other materials
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B07—SEPARATING SOLIDS FROM SOLIDS; SORTING
- B07B—SEPARATING SOLIDS FROM SOLIDS BY SIEVING, SCREENING, SIFTING OR BY USING GAS CURRENTS; SEPARATING BY OTHER DRY METHODS APPLICABLE TO BULK MATERIAL, e.g. LOOSE ARTICLES FIT TO BE HANDLED LIKE BULK MATERIAL
- B07B1/00—Sieving, screening, sifting, or sorting solid materials using networks, gratings, grids, or the like
- B07B1/04—Stationary flat screens
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B07—SEPARATING SOLIDS FROM SOLIDS; SORTING
- B07B—SEPARATING SOLIDS FROM SOLIDS BY SIEVING, SCREENING, SIFTING OR BY USING GAS CURRENTS; SEPARATING BY OTHER DRY METHODS APPLICABLE TO BULK MATERIAL, e.g. LOOSE ARTICLES FIT TO BE HANDLED LIKE BULK MATERIAL
- B07B1/00—Sieving, screening, sifting, or sorting solid materials using networks, gratings, grids, or the like
- B07B1/46—Constructional details of screens in general; Cleaning or heating of screens
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C7/00—Controlling the operation of apparatus for producing mixtures of clay or cement with other substances; Supplying or proportioning the ingredients for mixing clay or cement with other substances; Discharging the mixture
- B28C7/0007—Pretreatment of the ingredients, e.g. by heating, sorting, grading, drying, disintegrating; Preventing generation of dust
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B07—SEPARATING SOLIDS FROM SOLIDS; SORTING
- B07B—SEPARATING SOLIDS FROM SOLIDS BY SIEVING, SCREENING, SIFTING OR BY USING GAS CURRENTS; SEPARATING BY OTHER DRY METHODS APPLICABLE TO BULK MATERIAL, e.g. LOOSE ARTICLES FIT TO BE HANDLED LIKE BULK MATERIAL
- B07B2201/00—Details applicable to machines for screening using sieves or gratings
- B07B2201/04—Multiple deck screening devices comprising one or more superimposed screens
Abstract
The present invention relates to mining industry filling system technology fields, more particularly, to a kind of filling slurry Preparation equipment, technique and filling system.Filling slurry Preparation equipment provided by the invention is used for the method for mining by the way of filling, including the tailings paste dehydrating device and concrete mixing plant set gradually.The moisture in last mortar is sloughed by tailings paste dehydrating device and obtains siccative last mortar, then dry tailings and dry aggregate are sent respectively to the different feed bins of concrete mixing plant again, it is matched according to setting, concrete mixing plant voluntarily can carry out weighing dispensing by the material weighing system and control system of itself to each dispensing, then it concentrates and is delivered in blender, addition is concentrated in the unified metering of a variety of siccatives, so that proportion speed, easily manipulation, and then accurate filling slurry concentration can be obtained；And filling slurry Preparation equipment provided by the invention, low cost, construction period are short；Filling slurry intensity is high.
Description
Technical field
The present invention relates to mining industry filling system technology field, more particularly, to a kind of filling slurry Preparation equipment,
Technique and filling system.
Background technology
Mining with stowing artificial supporting mining codes owned by France.In mineral building or nugget, with the propulsion of stope, to mined out
Area is sent into filling slurry, to carry out underground pressure management, control country rock avalanche and surface movement, and in the obturation of formation or at it
Protection is lower to carry out back production.
Certain mine tailings are superfine tailings (being up to 90% or more less than 200 mesh contents), superfine tailings in filling process
Filling density is low, and intensity is low, so adding coarse aggregate in casting resin, improves Filling density and intensity.
Currently, usually by coarse aggregate (siccative) and last mortar (wet feed), add respectively into stirring system after measuring respectively
Add.Coarse aggregate generally leans on disk feeder to be fed, and set of system is had in addition and metering by oneself, and the addition of last mortar is needed by stream
Gauge is measured with densimeter, and is other a set of control system.Two sets of metering systems are mutual indepedent, can lead to coarse aggregate
With tailings distributing precision is poor, control difficulty is big, and the metering of last mortar it is accurate whether highly dependent upon instrument reliability,
Entire filling slurry concentration will necessarily be caused inaccurate once the addition of coarse aggregate or last mortar is wrong.
Invention content
The purpose of the present invention is to provide the method for mining by the way of filling filling slurry Preparation equipments and technique, to solve the prior art
Present in the aggregate technical problem low with the distributing precision of tailings in filling slurry.
Filling slurry Preparation equipment provided by the invention is used for the method for mining by the way of filling, including the last mortar dehydration set gradually
Device and concrete mixing plant.
Further, tailings paste dehydrating device includes the cyclone, feed pipe and setting pot being sequentially communicated；Setting pot
One end is provided with discharge opening, and filter device is provided at discharge opening.
Further, the bottom of pond of setting pot is inclined-plane, and the first end of the bottom of pond of setting pot is higher than the bottom of pond of setting pot
Second end, discharge opening are located at the second end of the bottom of pond of setting pot.
Further, tailings paste dehydrating device further includes tremie pipe；One end of tremie pipe is connected to feed pipe；Setting pot is in
Rectangle, tremie pipe extend along the length direction of setting pot, along the extending direction of tremie pipe, have been positioned apart from tremie pipe multiple
Feed opening, each feed opening are connected to setting pot, are both provided at each feed opening and are put sand valve.
Further, setting pot is three；Three setting pots are connected to feed pipe.
Further, filter device includes sequentially connected upper screen, middle level filter cloth and lower screen from inside to outside.
Further, tailings paste dehydrating device further includes sand pocket；Sand pocket is arranged at discharge opening.
Further, it is fixed with fixed link at discharge opening；One end of fixed link and discharge opening side wall connection are another
A to be connect with another side wall of discharge opening, filter device is connect with fixed link.
Further, tailings paste dehydrating device further includes interconnected tank and catch-drain；Catch-drain setting exists
Outside setting pot, and it is connected to discharge opening.
Further, the gradient of the bottom of pond of setting pot is 2.5%-4.5%.
Further, discharge opening is multiple；Multiple discharge openings are positioned apart from along the width direction of setting pot.
The present invention also provides a kind of filling slurry preparation processes, including
Last mortar is dehydrated to tailings moisture content and is not more than 12%；
Setting aggregate and dewatered tailings are added to concrete mixing plant and are stirred with cement, to be filled
Extender paste；
It includes the first aggregate and the second aggregate to set aggregate, and the grain size of the first aggregate is 0.5cm-2.0cm, the second aggregate
Grain size be not more than 0.5cm.
Further, last mortar is dehydrated to tailings moisture content and is not more than 12%, specifically included,
Last mortar is subjected to level-one dehydration by cyclone, obtains underflow high concentration tailings；
Underflow high concentration tailings is sent to tailings setting pot and carries out two level dehydration, to obtain qualified tailings；
The moisture content of high concentration tailings is 25%-35%, and the moisture content of qualified tailings is not more than 12%.
The present invention also provides a kind of filling system, including filling slurry Preparation equipment provided by the invention, concrete stirrings
It stands including discharge port, discharge port with filling borehole for being connected to.
Further, filling system further includes buffering constant-current stabilizer；It includes hopper and conveying pipeline to buffer constant-current stabilizer；Hopper
On be provided with feeding port, one end of conveying pipeline is connected to feeding port, and slurry flow control structure is provided on conveying pipeline；Discharge port
It is connected to hopper, feeding port with filling borehole for being connected to.
Further, slurry flow control structure includes the total valve and folder set gradually along the extending direction of conveying pipeline
Pipe valve.
Further, slurry flow control structure further includes flow measuring element；Flow measuring element is arranged in conveying pipeline
On, and between total valve and pinch valve.
Further, pinch valve is two, wherein one is electronic pinch valve, the manual pinch valve of another one.
Further, buffering constant-current stabilizer further includes jet pulping pipe；The upper end of jet pulping pipe is used for and feeder
Connection, the lower end of jet pulping pipe extends in hopper.
Further, jet pulping pipe is multiple, at least one to fix jet pulping pipe in multiple jet pulping pipes, until
Few one is activity jet pulping pipe；Fixed jet pulping pipe is fixed in hopper, and activity jet pulping pipe can be in hopper
It is mobile.
Further, hopper is rectangular, and fixed jet pulping Guan Weisi, four fixed jet pulping pipes are arranged one by one
Four corners of hopper；
And/or activity jet pulping pipe is two.
Further, the second end of jet pulping pipe is communicated with Duckbill type nozzle.
Further, buffering constant-current stabilizer further includes filter screen, and the edge of filter screen is abutted with the inner wall of hopper.
Further, the bottom of hopper is inclined-plane, and the first end of the bottom of hopper is higher than the second end of the bottom of hopper,
Feeding port is located at the second end of the bottom of hopper.
Filling slurry Preparation equipment provided by the invention is used for the method for mining by the way of filling, including the last mortar dehydration set gradually
Device and concrete mixing plant.The moisture in last mortar is sloughed by tailings paste dehydrating device and obtains siccative last mortar, then
Dry tailings and dry aggregate are sent respectively to the different feed bins of concrete mixing plant again, matched according to setting, concrete mixing plant
Weighing dispensing voluntarily can be carried out to each dispensing by the material weighing system and control system of itself, then concentrate to be delivered to and stir
It mixes in machine, addition is concentrated in the unified metering of a variety of siccatives, so that proportion speed, easily manipulation, and then can accurately be filled
Extender paste concentration.
Filling Station prepare filling slurry using concrete mixing plant, the metering of concrete mixing plant collection, stirring, storage and
The functions such as transport are in one, compact-sized, powerful, concrete mixing plant complete equipment modularization, complete set, without filling
Fill out large scale equipments or the structure buildings such as station setting concentrator (or sand warehouse), cement bin, stirring system and filling workshop, then it is of the invention
The floor space of the filling slurry Preparation equipment of offer is reduced significantly, and the construction period greatly shortens, and cost of investment is greatly lowered.
Superfine tailings (being less than 200 mesh cumulative levels up to 90% or more) in mine, filling slurry concentration is low, intensity
It is low, high sulfur content height (20% or more content), the problem of later stage strength of filling mass will appear disintegration.And provide through the invention
Filling slurry Preparation equipment can obtain the stirring body of coarse aggregate and tailings, and coarse aggregate can dilute containing for S in slurry indirectly
Amount avoids carrying out S choosings to tailings and filling cost being caused to increase to avoid influences of the S to intensity.
Due to the addition of coarse aggregate, the grade composition of filling slurry on the whole changes, and Filling density is high, adds thick bone
Filling slurry intensity after material can greatly improve, and filling cement-sand ratio can substantially reduce, and cement cost reduces, and final filling cost is big
It is big to reduce.
Description of the drawings
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, in being described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, other drawings may also be obtained based on these drawings.
Fig. 1 is the structural schematic diagram of filling slurry Preparation equipment provided in an embodiment of the present invention；
Fig. 2 is the structural schematic diagram of tailings paste dehydrating device in filling slurry Preparation equipment shown in FIG. 1；
Fig. 3 is another structural schematic diagram of tailings dehydration device in filling slurry Preparation equipment shown in FIG. 1；
Fig. 4 is a structural schematic diagram of filter device in tailings dehydration device shown in Fig. 2；
Fig. 5 is another structural schematic diagram of filter device in tailings dehydration device shown in Fig. 2；
Fig. 6 is the structural schematic diagram of filling system provided in an embodiment of the present invention；
Fig. 7 is the structural schematic diagram that constant-current stabilizer is buffered in filling system shown in fig. 6.
In figure：10- tailings paste dehydrating devices；20- concrete mixing plants；30- buffers constant-current stabilizer；
11- cyclones；12- feed pipes；13- setting pots；14- filter devices；15- tremie pipes；16- sand pockets；17- water storages
Pond；18- catch-drains；19- fixed links；131- discharge openings；The bottom of pond of 132- setting pots；The pond side wall of 133- setting pots；On 141-
Layer sieve；The middle levels 142- filter cloth；143- lower screens；151- puts sand valve；The first setting pots of 1301-；The second setting pots of 1302-；
1303- third setting pots；
31- hoppers；32- conveying pipelines；33- expects flow control structure；34- jet pulping pipes；35- filter screens；311- is sent
Material mouth；The bottom of 312- hoppers；331- total valves；332- pinch valves；333- flow measuring elements；341- fixes jet pulping
Pipe；342- activity jet pulping pipes；The electronic pinch valves of 3321-；The manual pinch valves of 3322-.
Specific implementation mode
Technical scheme of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
The every other embodiment that personnel are obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term "center", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for the description present invention and simplify description, do not indicate or imply the indicated device or element must have a particular orientation,
With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for description purposes only, and is not understood to indicate or imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
Can also be electrical connection to be mechanical connection；It can be directly connected, can also indirectly connected through an intermediary, Ke Yishi
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
Fig. 1 is the structural schematic diagram of filling slurry Preparation equipment provided in an embodiment of the present invention,
Fig. 2 is the structural schematic diagram of tailings paste dehydrating device in filling slurry Preparation equipment shown in FIG. 1；Fig. 3 is Fig. 2 institutes
Another structural schematic diagram of tailings dehydration device in the filling slurry Preparation equipment shown；Fig. 4 is tailings dehydration device shown in Fig. 2
One structural schematic diagram of middle filter device；Fig. 5 is another structural representation of filter device in tailings dehydration device shown in Fig. 2
Figure.
As depicted in figs. 1 and 2, filling slurry Preparation equipment provided by the invention is used for the method for mining by the way of filling, including sets successively
The tailings paste dehydrating device 10 and concrete mixing plant 20 set.
Wherein, there are many structure types of tailings paste dehydrating device 10, such as：Directly it is dehydrated using cyclone, or
Person directly uses filter press press filtration.
Concrete mixing plant 20 is by stirring host, material weighing system, material-transporting system, storing material system, control
The construction material manufacturing equipment of five big composition system of system processed and other affiliated facilities composition.It is few with Dose times, production effect
The advantages that rate is high.
In the present embodiment, the moisture in last mortar is sloughed by tailings paste dehydrating device 10 and obtains siccative tailings, then
Dry tailings and dry aggregate are sent respectively to the different feed bins of concrete mixing plant 20 again, matched according to setting, concrete stirring
Stand 20 voluntarily can carry out weighing dispensing by the material weighing system and control system of itself to each dispensing, then concentrate conveying
Into blender, a variety of siccatives are unified to be measured, concentrates addition, so that proportion speed, easily manipulation, and then can obtain accurately
Filling slurry concentration.
What filling slurry Preparation equipment provided in this embodiment can be generated has the beneficial effect that：
First, concrete mixing plant 20 voluntarily carries out each dispensing by the material weighing system and control system of itself
Dispensing is weighed, the unified of each siccative is measured to realize, concentrates addition, metering adding procedure is easy to control, so as to carry
The precision of high mixture ratio, and then the fluctuation of concentration of filling slurry can be avoided big.
Second, Filling Station carries out preparing filling slurry using concrete mixing plant 20, and the metering of concrete mixing plant collection is stirred
The functions such as mix, store and transport in one, it is compact-sized, it is powerful, it is 20 complete equipment modularization of concrete mixing plant, complete
Change, without being built in the large scale equipments such as Filling Station setting concentrator (or sand warehouse), cement bin, stirring system and filling workshop or structure
Object, then the floor space of filling slurry Preparation equipment provided in this embodiment reduce significantly, the construction period greatly shortens, investment at
Originally it is greatly lowered.
Third, the superfine tailings (being less than 200 mesh cumulative levels up to 90% or more) in mine, filling slurry concentration is low, by force
The problem of degree is also low, high sulfur content height (20% or more content), later stage strength of filling mass will appear disintegration.And through this embodiment
The filling slurry Preparation equipment of offer can obtain the stirring body of coarse aggregate and tailings, and coarse aggregate can dilute in slurry indirectly
The content of S avoids carrying out S choosings to tailings and filling cost being caused to increase to avoid influences of the S to intensity.
4th, due to the addition of coarse aggregate, the grade composition of filling slurry on the whole changes, and Filling density is high；Add
Filling slurry intensity after overstriking aggregate can greatly improve, and filling cement-sand ratio can substantially reduce, and cement cost reduces, final to fill
Cost substantially reduces.
As shown in Figures 2 to 5, on above-described embodiment basis, further, tailings paste dehydrating device 10 includes successively
Cyclone 11, feed pipe 12 and the setting pot 13 of connection；One end of setting pot 13 is provided with discharge opening 131, at discharge opening 131
It is provided with filter device 14.
In the present embodiment, by low concentration tailing slurry (after a concentration of 15%~20%) is pumped to cyclone 11, cyclone
11 first walk the ultra-fine tailings cyclone classification of good water-retaining property, flow down coarse granule tailings.11 overflow low concentration last mortar of cyclone
It is pumped to Tailings Dam, underflow high concentration tailings (moisture content 30% or so) is flow to certainly in setting pot 13.
Last mortar enters setting pot 13 after the dehydration of 11 level-one of cyclone, and a part of tailings in last mortar sinks in pond
It forms sediment, a part is flowed away with water to discharge opening 131, and when by discharge opening 131, which is stopped by filter device 14, stays in
In setting pot 13, last water is discharged by setting pot 13.Moisture content is obtained in setting pot 13 in 12% tailings below, tail at this time
Sand can show very strong grittiness, and tailings is more loose, and such filling is stirred more uniformly after gathering materials into stirring system,
Cement-sand ratio proportioning is more accurate, and boulder yield is low in filling slurry.
Tailings paste dehydrating device provided in this embodiment is dehydrated using cyclone classification and setting pot 13 is dehydrated, and low energy consumption, at
This is low.And be dehydrated by two-stage grade, dehydration rate higher, dehydrating effect is good, and tailings water content is few, disclosure satisfy that later stage stirring needs
It wants.
Wherein, there are many structure types of filter device 14, such as：Filter device 14 includes filter cloth or filter device
14 include strainer, or including strainer and filter cloth.
The shape of setting pot 13 can be a variety of, such as：Round, ellipse, triangle or abnormity etc., are preferably adopted
With rectangle, compound with regular structure facilitates construction, and later stage forklift is facilitated to carry out shovel sand to the tailings in setting pot 13.
The material of setting pot 13 can be a variety of, such as：Stone, cement or metal etc..
It can also be more than two multiple that setting pot 13, which can be one,.When setting pot 13 is multiple, multiple sand settings
Shape, the size in pond 13 can be all different, can part it is identical, can with all same, can according to particular condition in use come
Personal settings are carried out to each setting pot 13.
When setting pot 13 is multiple, multiple setting pots 13 are connected to feed pipe 12, can be mutual with multiple setting pots 13
Connection, one of them is connected to feed pipe 12；It is preferred that multiple setting pots 13 are mutual indepedent, each setting pot 13 is directly
It is connected to feed pipe 12, this structure can mutually flow to avoid last mortar between setting pot 13, de- to further increase
Water effect, further increases dehydration efficiency.
Preferably, as shown in Figure 1, setting pot 13 is three, three setting pots 13 are respectively the first setting pot 1301, second
Setting pot 1302 and third setting pot 1303.After the first setting pot 1301 fills last mortar, the first setting pot 1301
Drainage is carried out, while the second setting pot 1302 starts into sand；After the second setting pot 1302 fills last mortar, third setting pot
1303 start into sand, meanwhile, the first setting pot 1301 can start to shovel sand, and the second setting pot 1302 starts drainage, each sand setting
Pond 13 all carries out this course of work that sand is shoveled into sand, drainage, and three setting pots 13 form a cycle group, can either be significantly
Dehydration efficiency is improved, and then improves the preparation efficiency of filling slurry, and can avoid that setting pot 13 is excessively arranged and expands and occupies
Area.
As shown in Fig. 2, on above-described embodiment basis, further, the bottom of pond 132 of setting pot 13 is inclined-plane, and heavy
The first end of the bottom of pond 132 in sand pond is higher than the second end of the bottom of pond of setting pot, and discharge opening 131 is located at the bottom of pond 132 of setting pot
Second end.
In the present embodiment, setting pot 13, which includes bottom of pond and the pond side wall for being disposed around bottom of pond periphery, discharge opening 131, to be set
It sets on the pond side wall 133 of setting pot.The bottom of pond 132 of setting pot is inclined-plane, and discharge opening 131 is located at relatively low side, that
Last mortar after entering setting pot 13, advance into setting pot 13 last mortar be not necessarily to after enter the last mortar of setting pot 13 and push away
It is dynamic, so that it may with from it is high to it is low it is automatic flow to discharge opening 131 and be filtered, so as to avoid moisture from being detained in setting pot 13,
Dehydration rate is further increased, working efficiency is further increased.
Wherein, the gradient of bottom of pond is 2.5%-4.5%, such as the arbitrary gradient in the section such as 2.5%, 3% or 4.5%,
The gradient of the range can make last mortar slurry automatic flowing, and slurry flowing can also be avoided too fast and influence dehydrating effect.
As shown in Figures 2 and 3, on above-described embodiment basis, further, tailings paste dehydrating device further includes blanking
Pipe 15；One end of tremie pipe 15 is connected to feed pipe 12；Setting pot 13 is rectangular, length direction of the tremie pipe 15 along setting pot 13
Extend, along the extending direction of tremie pipe 15, be positioned apart from multiple feed openings on tremie pipe 15, each feed opening is and sand setting
Pond 13 is connected to, and is both provided at each feed opening and is put sand valve 151.
In the present embodiment, multiple feed openings are set on tremie pipe 15, then it can be according to the stacking situation of slurry, by opening
Sand valve 151 is put to change blanking point of the last mortar in pond in pass, uniform to make slurry be stacked in setting pot 13, and then into one
Step improves the filter effect and dehydrating effect of slurry.
As shown in Figure 4 and Figure 5, on above-described embodiment basis, further, filter device 14 include from inside to outside according to
Upper screen 141, middle level filter cloth 142 and the lower screen 143 of secondary connection.
Wherein, the material of sieve can be a variety of, such as：Nylon wire, wooden net or the net being built into brick and cement, compared with
It is blind metal mesh goodly, thickness is small, and intensity is big, easy to install.
The material of filter cloth can be a variety of, such as：Non-woven fabrics, gauze or cotton etc..Geotextiles are preferably used, by force
Degree is big, good filtration effect.
Can according to onsite application effect, come be arranged intermediate filter cloth the number of plies and thickness, such as drainage during tailings
Grain is lost in serious, can be further added by one layer on this basis, until drainage can be faster progress, tailings particle is unlikely to big again
Amount is lost in.
It, can be first by upper screen, middle level filter cloth 142 and lower screen are by iron wire or other are tight in the present embodiment
Firmware such as screw is attached fixation, is then subsequently secured on pool wall, facilitates installation.
On the one hand bilevel sieve can protect middle level filter cloth 142, on the other hand can also will be taken in water
The thicker tailings filtering of band, middle level filter cloth 142 filter thinner tailings, can improve filter effect in this way, can be further
Improve dehydrating effect.
As shown in Figure 4 and Figure 5, on above-described embodiment basis, further, tailings dehydration device further includes sand pocket
16；Sand pocket 16 is arranged at discharge opening 131.
Wherein, the volume size and the number of plies of sand pocket 16 can be arranged according to specific field condition, such as sand pocket 16
Thickness is small can be arranged several layers of more, and thickness can be arranged greatly several layers of less.
In the present embodiment, last mortar during natural subsidence, in sedimentation basin bottom letting out by tailings particle meeting bulk deposition
Tailings particle can be avoided to be lost in after sand pocket 16 is set at the mouth of a river 131.
As shown in Figure 4 and Figure 5, it on above-described embodiment basis, further, is respectively and fixedly provided at each discharge opening 131
Fixed link 19；One end of fixed link 19 connect another with a side wall of discharge opening 131 and another side wall of discharge opening 131 connects
It connects, filter device is connect with fixed link 19.
Wherein, the structure type of fixed link 19 can be a variety of, such as：Hollow stem or solid hopkinson bar；Fixed link 19 is cut
Face is round, rectangle or triangle etc..
The material of fixed link 19 can be a variety of, such as：Rod, bamboo pole or metallic rod etc..
Fixed link 19 can be one can also be two, three etc. it is multiple, when fixed link 19 is multiple, by upper
Under be successively set at discharge opening 131.
When filter device includes upper screen 141, middle level filter cloth 142 and lower screen 143, can be incited somebody to action by steel wire
Upper screen and fixed link are bound, and can also be bound together with the filter cloth of middle level upper screen with fixed link by steel wire, may be used also
Upper screen, middle level filter cloth to be bound together with lower screen with fixed link by steel wire.
Preferably, fixed link 19 is steel pipe, and steel pipe is three, is then tied up filter device on steel pipe by steel wire, from
And fix filter device, facilitate filter device dismounting installation.
As shown in Figures 2 and 3, on above-mentioned true basis, further, tailings paste dehydrating device further includes mutually interconnecting
Logical tank 17 and catch-drain 18；The setting of catch-drain 18 is connected to outside setting pot 13, and with discharge opening 131.
In the present embodiment, catch-drain 18 is set outside setting pot 13, then the water filtered out by discharge opening 131 can be collected
It is drained to tank, facilitates people that water is uniformly processed.
Can also immersible pump be set in tank 17, to which the water filtered out is pumped into back pool.
Preferably, discharge opening 131 is multiple；Multiple discharge openings 131 are positioned apart from along the width direction of setting pot 13.
In the present embodiment, multiple discharge openings 131 are set on the pond side wall of setting pot 13, then can ensure filter efficiency,
Discharge opening 131 is excessive when can also avoid being arranged one, is installed so as to cause 14 volume disaster of filter device, and then can ensure
Preferable filter effect, avoids sand flow from losing.
Fig. 6 is the structural schematic diagram of filling system provided in an embodiment of the present invention；Fig. 7 is in filling system shown in fig. 6
Buffer the structural schematic diagram of constant-current stabilizer.
The present invention also provides a kind of filling system, including filling slurry Preparation equipment provided by the invention, the concrete
Mixing plant includes discharge port, and the discharge port with filling borehole for being connected to.
In the present embodiment, concrete mixing plant 20 is set up directly near the pack hole of Filling Station, when coagulation mixing plant
Can slurry be directly discharged to drilling hole after preparing filling slurry, last slurry is flow to certainly along filling borehole and oil well pipe
Goaf, stowing operation is simple and convenient, avoids the filling slurry prepared being transported to filling borehole using bulk cement carrier, filling
It is efficient, filling cost is low.And filling slurry concentration deviation is small, and proportioning is accurate.
As shown in Fig. 7 and Fig. 6, on above-described embodiment basis, further, buffering constant-current stabilizer 30 includes hopper 31
And conveying pipeline 32；Feeding port 311 is provided on the hopper 31, one end of the conveying pipeline 32 is connected to the feeding port 311,
Slurry flow control structure is provided on the conveying pipeline；The discharge port is connected to the hopper 31, and the feeding port 311 is used
It is connected in filling borehole.
Wherein, the structure type of hopper 31 can be a variety of, such as：The section of hopper 31 is circle, triangle, ellipse
Or abnormity etc..
The material of hopper 31 can be a variety of, such as：Metal, stone material are built into using construction materials such as brick and cement.
The form of slurry flow control structure can be a variety of, such as：Using electric control valve, solenoid valve or hand
Dynamic regulating valve etc..Slurry flow control structure, which can control, to be started blowing, stop blowing and adjusts slurry during blowing
Flow.
During using buffering constant-current stabilizer 30 provided in this embodiment, the one of the separate feeding port 311 of conveying pipeline 32
End with filling borehole for being connected to, to which after conveying pipeline 32 is opened, slurry can enter conveying pipeline 32 by hopper 31, then by defeated
Expects pipe 32 enters filling borehole, then flow to underground goaf certainly.
The filling slurry concentration that discontinuous prepares can be put into hopper 31, filling slurry is stored in hopper 31 to one
After determining material position, it can be connected to the circulation duct of slurry by slurry flow control structure, so that slurry is flowed to by hopper 31 defeated
Expects pipe 32 flow to filling borehole by conveying pipeline 32.
In stowing operation, the flow of slurry is adjusted by slurry volume control device, to control slurry in hopper 31
Interior height, and then the filling slurry in hopper 31 can be made to be maintained at certain altitude range (can be according to specifically used and situation
To be arranged) in, it thus can be under the conditions of filling slurry prepares intermittent so that filling slurry blanking is continuous, can make filling
Slurry continuously discharges, and the interruption for not being filled with slurry prepares influence, to ensure filling quality.In addition mixing time can be adjusted
Further shorten interval time, further ensures that blanking is continuously uninterrupted.
Filling operation is carried out to underground goaf using buffering constant-current stabilizer provided in this embodiment, filling can be stood erectly
Connect be arranged near pack hole, without alternately prepare slurry, without multiple vehicle transport slurries come carry out alternately filling, lead to
Too slow slug slurry adjusts slurry flow, so that it may which realization continuously puts sand, saves equipment investment, saves filling cost, saves
Freight, stowage capacity is high, can ensure filling quality.
As shown in fig. 7, on above-described embodiment basis, further, slurry flow control structure includes along conveying pipeline
The total valve 331 and pinch valve 332 that 32 extending direction is set gradually.
Wherein, electrically operated valve or electromagnetic valve may be used in total valve 331, preferably uses gate valve, at low cost, behaviour
Make simple.Total valve 331 is exactly the opening and closing for controlling feeding port 311, i.e. the circulation and blocking of slurry.
Pinch valve 332 is used for controlling the uninterrupted of slurry, and 332 channel of pinch valve is smooth, wear-resisting, corrosion-resistant, at low cost.
The circulation and cut-out for controlling slurry in the present embodiment by total valve 331, the stream of slurry is controlled by pinch valve 332
Size is measured, the two is shared out the work and help one another, efficient, and control is reliable.
As shown in fig. 7, on above-described embodiment basis, further, slurry flow control structure further includes that flow is surveyed
Measure element 333；Flow measuring element 333 is arranged on conveying pipeline 32, and between total valve 331 and pinch valve 332.
Wherein, it can also be flow sensor etc. that flow measuring element 333, which can be flowmeter,.
In the present embodiment, flow measuring element can make people intuitively observe the uninterrupted of slurry, so as to side
Persons who happens to be on hand for an errand adjust the aperture of pinch valve 332, and then reach and be precisely controlled flow, are further able to ensure the continuity of blanking.
As shown in fig. 7, on above-described embodiment basis, further, pinch valve 332 is two, wherein one is electricity
Dynamic pinch valve 3321, another is manual pinch valve 3322.
It, can by manual pinch valve 3322 and electronic pinch valve 3321 come the flow of co- controlling slurry in the present embodiment
By realizing coarse adjustment and fine tuning, to make degree of regulation higher, further to ensure the continuity of blanking.
As shown in fig. 7, on above-described embodiment basis, further, buffering constant-current stabilizer 30 further includes jet pulping
Pipe 34；For being connected to feeder, the lower end of jet pulping pipe 34 extends in hopper 31 for the upper end of jet pulping pipe 34.
Wherein, the material of jet pulping pipe 34 can be a variety of, such as：Steel pipe, iron pipe or aluminum pipe etc..Preferably adopt
It is at low cost with galvanized pipe.
In the present embodiment, high pressure gas, high-pressure blast are sprayed to the slurry of hopper 31 by the first end of jet pulping pipe 34
The tailings movement in slurry is pushed, can be precipitated to avoid the tailings in slurry.High-pressure blast carries out pulping to tailing slurry, makes always
Slurry keeps turbulent, so as to ensure being uniformly mixed for dispensing, and then ensures the uniform of slurry, further ensures filling matter
Amount, makes that the filling slurry for being fills up to underground is uniform, fluidised form is good.
It can be connected to nozzle in the second end of jet pulping pipe 34, to expand jet range, the structure type of nozzle has
It is a variety of, such as：Spherical shape, circle, rectangle etc..
Preferably, simple in structure as shown in fig. 7, nozzle uses Duckbill type, that is, "-" type nozzle, it is convenient to replace, and jet
Range is big, and pulping is more efficient.
Jet pulping pipe 34 can be one, can also be two, three, four etc. it is multiple, can be according to specifically making
It is arranged with situation.
It is at least one to fix jet pulping pipe 341 in multiple jet pulping pipes 34 when jet pulping pipe 34 is multiple,
At least one is activity jet pulping pipe 342；Fixed jet pulping pipe 341 is fixed in hopper 31, activity jet pulping pipe 342
It can be moved in hopper 31.
In the present embodiment, fixed jet pulping pipe 341 can be fixed on the top plate of hopper 31, fixed jet pulping pipe
341 pairs of fixed positions carry out jet, to carry out pulping.
Sliding apertured can be set on the top plate of hopper 31, and activity jet pulping pipe 342 can be in sliding apertured vertical
Direction, horizontal direction movement.Manually driving activity jet pulping pipe 342 may be used, leading screw, telescopic rod can also be used
Or the devices such as cylinder are driven automatically.
Activity jet pulping pipe 342 so that hopper 31 in dead angle no backup, further make filling slurry uniformly, fluidised form
It is good.
It, can be right in maximum magnitude by being used cooperatively for fixed jet pulping pipe 341 and activity jet pulping pipe 342
Slurry carries out pulping, keeps slurry more uniform.
Preferably, as shown in fig. 7, hopper 31 is rectangular, fixed jet pulping pipe 341 is four, and four fixed jets are made
Four corners in hopper 31 are arranged in slurry pipe 341 one by one.In the present embodiment, the jet range bigger of pulping pipe can be made, from
And ensureing makes larger range of tailings move, and tailings particle is avoided to settle, and further ensures the uniform of slurry, to ensure filling
Quality.Avoiding being arranged excessively fixed jet pulping pipe 341 again causes to waste.
Preferably, as shown in fig. 7, activity jet pulping pipe 342 is two.Two cooperations of activity jet pulping pipe 342 make
With, such as stick together two activity jet pulping pipes 342 are back-to-back, jet range can be increased, it can more thoroughly
Jet is carried out to 31 dead angle of hopper, to further ensure that buildup is few, slurry is uniform.It avoids more activity jets are arranged again and make
Slurry pipe 342 keeps control inconvenient.
It should be noted that when the fixed jet pulping pipe 341 of setting is four, activity jet pulping pipe 342 can be one
It is a, can also be multiple, preferably activity jet pulping pipe 342 is not set as two, i.e. jet pulping pipe 34 is six, knot
Structure connection and reasonable arrangement, pulping range are big.
As shown in fig. 7, on above-described embodiment basis, further, the bottom 312 of hopper is inclined-plane, and hopper
The first end of bottom 312 is higher than the second end of the bottom 312 of hopper, and feeding port 311 is located at the second end of the bottom 312 of hopper.
In the present embodiment, the bottom 312 of hopper is arranged to inclined-plane, and the gradient of bottom can be set according to particular condition in use
It sets, such as：12 degree, 15 degree or 13 degree etc., slurry can be made to pass through feeding port 311 and enter conveying pipeline 32, and then enter filling
Drilling, avoids buildup.
As shown in fig. 7, on above-described embodiment basis, further, buffering constant-current stabilizer further includes filter screen 35, mistake
The edge of strainer 35 is abutted with the inner wall of hopper 31.
Wherein, the sizing grid of filter screen 35 can be arranged according to particular condition in use, such as 300mm × 300mm, energy
It is enough effectively to exclude bulk, keep boulder yield low, avoids bulk or the thick of calculus from being fills up to underground and cause plugging, make filling slurry
With more rationally, nonuniformity coefficient is lower, and filling slurry is more uniform, is more likely formed structure stream for pole.
The present invention also provides a kind of filling slurry preparation processes, including
Last mortar is dehydrated to tailings moisture content and is not more than 12%；
Setting aggregate and dewatered tailings are added to concrete mixing plant 20 and are stirred with cement, to obtain
Filling slurry；
Set aggregate includes the first aggregate and the second aggregate, and the grain size of first aggregate is 0.5cm-2.0cm, institute
The grain size for stating the second aggregate is not more than 0.5cm.
Wherein it is possible to local river sand, Gobi aggregate, barren rock, rod milling sand etc. is selected to be used as filling aggregate, it is then broken using Hubei Province
Broken and impact cutting two-stage crushing technology, and by replacing sieve specification size, the first aggregate to be needed and the second bone
Material.Select the first aggregate and the second aggregate of different-grain diameter, it is ensured that the concentration and intensity of filling slurry.
Wherein, by last mortar be dehydrated to tailings moisture content be no more than 12%, such as：11.5%, 11%, 10.5%,
10%, 9.5% or 9% etc..
In the present embodiment, concrete mixing plant 20 can be by the material weighing system and control system of itself voluntarily to each
Dispensing carries out weighing dispensing, then concentrates and is delivered in blender, and addition is concentrated in the unified metering of a variety of siccatives, so that matching
Than accurate, easy manipulation, and then accurate filling slurry concentration can be obtained.
Further, last mortar is dehydrated to tailings moisture content and is not more than 12%, specifically included,
Last mortar is subjected to level-one dehydration by cyclone 11, obtains underflow high concentration tailings；
Underflow high concentration tailings is sent to tailings setting pot and carries out two level dehydration, to obtain qualified tailings；
The moisture content of high concentration tailings is 25%-35%, and the moisture content of qualified tailings is not more than 12%.
In the present embodiment, the dehydration efficiency height of last mortar, energy consumption are small, at low cost.
Finally it should be noted that：The above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Present invention has been described in detail with reference to the aforementioned embodiments for pipe, it will be understood by those of ordinary skill in the art that：Its according to
So can with technical scheme described in the above embodiments is modified, either to which part or all technical features into
Row equivalent replacement；And these modifications or replacements, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (10)
1. a kind of filling slurry Preparation equipment is used for the method for mining by the way of filling, which is characterized in that including：The last mortar set gradually is de-
Water installations and concrete mixing plant.
2. filling slurry Preparation equipment according to claim 1, which is characterized in that the tailings paste dehydrating device include according to
Cyclone, feed pipe and the setting pot of secondary connection；
One end of the setting pot is provided with discharge opening, and filter device is provided at the discharge opening.
3. filling slurry Preparation equipment according to claim 2, which is characterized in that the bottom of pond of the setting pot is inclined-plane,
And the first end of the bottom of pond of the setting pot, higher than the second end of the bottom of pond of the setting pot, the discharge opening is located at the sand setting
The second end of the bottom of pond in pond.
4. filling slurry Preparation equipment according to claim 3, which is characterized in that tailings paste dehydrating device further includes blanking
Pipe；One end of the tremie pipe is connected to the feed pipe；
The setting pot is rectangular, and the tremie pipe extends along the length direction of the setting pot, along the extension of the tremie pipe
Direction has been positioned apart from multiple feed openings on the tremie pipe, and each feed opening is connected to the setting pot, each
It is both provided at the feed opening and puts sand valve.
5. a kind of filling slurry preparation process, which is characterized in that including：
Last mortar is dehydrated to tailings moisture content and is not more than 12%；
Setting aggregate and dewatered tailings are added to concrete mixing plant and are stirred with cement, to obtain casting resin
Slurry；
The setting aggregate includes the first aggregate and the second aggregate, and the grain size of first aggregate is 0.5cm-2.0cm, described
The grain size of second aggregate is not more than 0.5cm.
6. filling slurry preparation process according to claim 5, which is characterized in that described last mortar is dehydrated to tailings contains
Water rate is not more than 12%, specifically includes,
Last mortar is subjected to level-one dehydration by cyclone, obtains underflow high concentration tailings；
The underflow high concentration tailings is sent to tailings setting pot and carries out two level dehydration, to obtain qualified tailings；
The moisture content of the high concentration tailings is 25%-35%, and the moisture content of the qualification tailings is not more than 12%.
7. a kind of filling system, which is characterized in that include as described in any one of claim 1-4 filling slurry preparation set
Standby, the concrete mixing plant includes discharge port, and the discharge port with filling borehole for being connected to.
8. filling system according to claim 7, which is characterized in that further include buffering constant-current stabilizer；The buffering current stabilization
Device includes hopper and conveying pipeline；Feeding port is provided on the hopper, one end of the conveying pipeline is connected to the feeding port,
Slurry flow control structure is provided on the conveying pipeline；
The discharge port is connected to the hopper, and the feeding port with filling borehole for being connected to.
9. filling system according to claim 8, which is characterized in that the buffering constant-current stabilizer further includes jet pulping
Pipe；For being connected to feeder, the lower end of the jet pulping pipe extends in the hopper for the upper end of the jet pulping pipe.
10. filling system according to claim 8, which is characterized in that the buffering constant-current stabilizer further includes filter screen, institute
The edge for stating filter screen is abutted with the inner wall of the hopper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810313339.5A CN108501221A (en) | 2018-04-09 | 2018-04-09 | Filling slurry Preparation equipment, technique and filling system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810313339.5A CN108501221A (en) | 2018-04-09 | 2018-04-09 | Filling slurry Preparation equipment, technique and filling system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108501221A true CN108501221A (en) | 2018-09-07 |
Family
ID=63381022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810313339.5A Pending CN108501221A (en) | 2018-04-09 | 2018-04-09 | Filling slurry Preparation equipment, technique and filling system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108501221A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1162505A (en) * | 1996-04-12 | 1997-10-22 | 崔正洙 | Treating process of tailings |
| CN102228762A (en) * | 2011-05-16 | 2011-11-02 | 云南大红山管道有限公司 | Dehydration method and device of tailings |
| CN102418555A (en) * | 2011-08-11 | 2012-04-18 | 安徽大昌矿业集团有限公司 | Method for filling mine goaf by utilizing high-concentration all tailing cement |
| CN103216239A (en) * | 2013-04-27 | 2013-07-24 | 北京科技大学 | Backfill handling method for activity subsidence area of mine |
| CN106065782A (en) * | 2016-05-30 | 2016-11-02 | 安徽开发矿业有限公司 | A kind of big flow high concentration structure stream full tail sand cemented filling technique |
| CN107117401A (en) * | 2017-06-12 | 2017-09-01 | 合肥固泰自动化有限公司 | A kind of quantitative coal powder injection powder system based on current stabilization stir storehouse |
| CN208052289U (en) * | 2018-04-09 | 2018-11-06 | 长沙矿山研究院有限责任公司 | Filling slurry Preparation equipment and filling system |
-
2018
- 2018-04-09 CN CN201810313339.5A patent/CN108501221A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1162505A (en) * | 1996-04-12 | 1997-10-22 | 崔正洙 | Treating process of tailings |
| CN102228762A (en) * | 2011-05-16 | 2011-11-02 | 云南大红山管道有限公司 | Dehydration method and device of tailings |
| CN102418555A (en) * | 2011-08-11 | 2012-04-18 | 安徽大昌矿业集团有限公司 | Method for filling mine goaf by utilizing high-concentration all tailing cement |
| CN103216239A (en) * | 2013-04-27 | 2013-07-24 | 北京科技大学 | Backfill handling method for activity subsidence area of mine |
| CN106065782A (en) * | 2016-05-30 | 2016-11-02 | 安徽开发矿业有限公司 | A kind of big flow high concentration structure stream full tail sand cemented filling technique |
| CN107117401A (en) * | 2017-06-12 | 2017-09-01 | 合肥固泰自动化有限公司 | A kind of quantitative coal powder injection powder system based on current stabilization stir storehouse |
| CN208052289U (en) * | 2018-04-09 | 2018-11-06 | 长沙矿山研究院有限责任公司 | Filling slurry Preparation equipment and filling system |
Non-Patent Citations (2)
| Title |
|---|
| 国家机械工业局行业管理司等: "《中国机电产品大辞典》", 机械工业出版社, pages: 442 * |
| 国家机械工业局行业管理司等: "《活性污泥法工艺控制》", 31 January 2007, 中国电力出版社, pages: 442 - 17 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107246279B (en) | Underground, which picks up sieve and mixes, fills the cementing construction filling system of integrated spoil and method | |
| CN111734483A (en) | Tailing thickening system and use method thereof | |
| CN112814732A (en) | Preparation of mixed ground paste of barren rock and tailings and pump sending filling device | |
| CN212535754U (en) | Paste filling full-tailing preparation system | |
| CN104929683A (en) | Total-tailings paste filling and stockpiling combined treatment method based on deep-cone thickener | |
| CN206913458U (en) | Fine work sandstone aggregate processes three-dimensional building | |
| CN109956712A (en) | Continous way builds recycled aggregate filling coal mine gob system and technique | |
| CN101560754B (en) | Construction process for blowing-filling sludge and reclaiming land from sea and device thereof | |
| CN102758641A (en) | Construction method for ultralarge-diameter shield synchronous grouting | |
| CN208052289U (en) | Filling slurry Preparation equipment and filling system | |
| CN109496481A (en) | Tailings Dam closes library and reclaims System and method for | |
| CN101797771A (en) | Preparation method of slurry for grouting and sand feeding of mined-out region under highway | |
| CN105780784B (en) | A kind of method for being suitable to carry out fine tailings by level land or massif in dry heap | |
| CN110482915A (en) | A kind of riverway sludge curing process | |
| CN106065783A (en) | Device for filling and using method thereof for extensive non-metal mine | |
| CN108501221A (en) | Filling slurry Preparation equipment, technique and filling system | |
| CN206351115U (en) | A kind of Novel viberating sand sieving machine | |
| CN205326007U (en) | Concrete mixing plant | |
| CN215434360U (en) | Continuous pulping machine with filtering function | |
| CN111420590A (en) | Mine fills multiaxis combined type mixer | |
| CN207740012U (en) | A kind of synchronous grouting mortar vehicle for shield-tunneling construction | |
| CN214303937U (en) | Preparation of mixed ground paste of barren rock and tailings and pump sending filling device | |
| CN108058269B (en) | Cement soil preparation system suitable for soil bodies with different fluidity | |
| CN212166612U (en) | Thickener | |
| CN112643891A (en) | System and pulping method for pulping and filling dry mine tailings |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |