CN209061755U - A kind of Quick dredging underground filling pipe-line system - Google Patents
A kind of Quick dredging underground filling pipe-line system Download PDFInfo
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- CN209061755U CN209061755U CN201821701879.2U CN201821701879U CN209061755U CN 209061755 U CN209061755 U CN 209061755U CN 201821701879 U CN201821701879 U CN 201821701879U CN 209061755 U CN209061755 U CN 209061755U
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Abstract
The utility model provides a kind of Quick dredging underground filling pipe-line system, the bottom of aggregate bin and at least one cement bin is connect through pipeline with aggregate measuring bucket and cement-weighting bucket respectively, aggregate measuring bucket and cement-weighting bucket bottom are connect through pipeline with forced stirrer respectively, action of forced stirring motor spindle is connect through delivery pump with filling conveying pipeline, again with packing job face after the filling conveying pipeline connection that the traverse column that filling conveying pipeline is connected to underground part are set, the filling conveying pipeline that traverse column are set, which is arranged side by side, isometric wash tub pipe.Using the technical solution of the utility model whether unclog the pipe when, or when normal filling is rinsed, the concrete in all pipelines can be charged mineral building, not will cause the waste of resource, the concrete for entering emergency lagoon simultaneously is reduced, and can also be mitigated to the pressure of environmental protection.
Description
Technical field
The utility model relates to the dredgers during underground work because filling blocking.
Background technique
When using industrial pump long distance delivery concrete to packing job face, it is easy to because concrete proportioning is improper, behaviour
The factors such as make mistakes and have a power failure cause plugging.Logical convenient to relax, Filling Station is in design, and every five meter Zhi Liu meters of underground feeding pipe
Flanged joint is taken, and emergency lagoon is set on the way in filling pipeline, when plugging occurs,
It needs to dismantle flange at plugging, dredges at plugging, then pipe laying connecting flange, continues packing job.
The application has found that defect is very big during testing.When carrying out filling experiment for the first time, in pump concrete
Shi Fasheng pipeline jam accident can be dredged according to design, and pipe flange is dismantled at plugging, and then high pressure water rinses dredging and installs
It completes to spend about two hours, because dredging overlong time, concrete flowability is deteriorated at non-plugging, restarts pumping system and is filled
When filling out, because the excessive autostop of pressure, concrete can not pump, about 800 meters of wholes of entire pipeline block system, last all to tear open
It unloads and is dredged, spend the time about two days.
Find that original dredging scheme has the following deficiencies: in analysis
1, pressure is up to 8-10MPa when filling pipeline works normally, therefore need to use high-intensitive flange and bolt, and lean on wall
Wall side Bolt dismantling is difficult, and disassembly process difficulty is big, and consuming time is long for disassembly, dredging and installation, restarts after system not necessarily
It can normally pump, entire filling pipeline can be caused all to block when serious；
2, after plugging, the concrete of cleaning flows into emergency lagoon, results in waste of resources, and the water cleaned is muddy, gives mine environmental protection
Department increases burden；
3, when normal sand off, need to be rinsed with water filling pipeline, 800 meters of pipe full water about 15m3, this part water
Mineral building is rushed in, concrete is washed, the decline of concrete concentration causes strong required for being not achieved after the concrete hardening of filling
Degree, and be easy to appear and run mould accident.
Summary of the invention
In view of the above-mentioned problems, the utility model provides the dredging state during a kind of underground work, is dismantling and dredging
When filling pipeline, other than plugging position is completely filled with concrete, concrete is not completely filled with filling pipeline normal segments,
Due to gravity, there is certain interval between separate ground side concrete and pipeline.Concrete scheme is as follows:
A kind of bottom of Quick dredging underground filling pipe-line system, aggregate bin and at least one cement bin respectively through pipeline with
Aggregate measuring bucket and the connection of cement-weighting bucket, aggregate measuring bucket and cement-weighting bucket bottom connect through pipeline and forced stirrer respectively
It connects, action of forced stirring motor spindle is connect through delivery pump with filling conveying pipeline, and the traverse column that filling conveying pipeline is connected to underground part are set
Filling conveying pipeline (the filling expects pipe of the row is preferably 800 meters) connection after again with packing job face, traverse column set
Filling conveying pipeline, which is arranged side by side, isometric wash tub pipe.Slurry caching is provided between the forced stirrer and delivery pump
Storehouse.
Above-mentioned wash tub pipe one end is connect with clear water reserviors, and the other end is connect with annular emergency lagoon.Fill conveying pipeline and punching
At least provided with 8 connecting tubes between wash water pipe, ball valve, further preferably 10 ball valves are provided in each connecting tube.
Forced stirrer top is provided with flusher, i.e., connect through water supply water route with water weighing hopper at the top of head-tank,
Water weighing hopper bottom is connect with forced stirrer；Head-tank bottom connects after the pipeline in emergency water route and water supply water route converges
To forced stirrer.
Compressed air system is provided at the top of aggregate bin and cement bin, i.e. air compressor machine is connect with air accumulator, air accumulator warp
Pipeline is connect with the pulse dust collector of the top of aggregate bin and cement bin setting respectively；Wherein air accumulator through pipeline also with aggregate meter
The pulse dust collector connection being arranged at the top of batch box.
It is had the following beneficial effects: using the technical solution of the utility model
1. save the cost: in former scheme, every a pair of high-intensitive flange of five to six meter amperes dress, 800 meters about 150 pairs, M32*80
Bolt and mating nut need 1200 sets, and totle drilling cost=150 pair * 2*100+1200 covers * 15=48000 yuan；New paragon: totle drilling cost=10*
1500(ball valve price)+800 meters * 30 yuan/meters=39000 yuan；And new paragon pipeline construction reduces flanged joint, welding and peace
Dress up this attenuating；Because the cushion that flanged joint uses due to pumping when pressure it is very big, be often easy it is bad, therefore reduce flange use
Amount can be such that late maintenance cost reduces.Conveying in feeding pipe is concrete, when flowing at elevated pressures, can be caused to tube wall
Certain abrasion, and pipe bent position abrasion is more serious, pipe bent position still takes flanged joint in new paragon, facilitates later period opposite grinding
More serious bend pipe is damaged to be replaced.
2. easy to operate: application method being described in process flow, after taking new method, the work of worker is only
For operation ball valve can, all ball valves are changed to electronic, pneumatic operated valve, then the labor intensity of worker can further drop
Low, working efficiency also greatly improves, and reduces the time used in unclog the pipe.
3. concrete can be all of not will cause waste: whether when unclog the pipe, or when normal filling is rinsed,
Concrete in all pipelines can be charged mineral building, not will cause the waste of resource, while entering the concrete of emergency lagoon
It reduces, the pressure of environmental protection can also be mitigated.
4. final step is to squeeze into pressure tailing normally in filling step, with the concrete in pressure tailing ramjet duct to mine
Room is then pumped into water, by pressure tailing and concrete pumping to work surface, monitors in pipe outlet, when water reaches work surface, stops
Only industrial pump closes gate valve at work surface, opens simultaneously gate valve at emergency lagoon, and open flush water pump, opens and rinses water route
1# ball valve is rinsed entire pipeline, and the sewage of flushing flows into emergency lagoon rather than flows into mineral building, can avoid water to concrete
Wash away, thus avoid filling concrete required intensity is not achieved.
Detailed description of the invention
Fig. 1 is Quick dredging underground filling pipe-line system structure chart, wherein 1. aggregate bins, 21. cement bins one, 22. cement
Storehouse two, 31. pulse dust collectors one, 32. pulse dust collectors two, 33. pulse dust collectors three, 34 pulse dust collectors four, 35 pulses
Deduster five, 41. screw conveyors one, 42 screw conveyors two, 51. aggregate measuring buckets, 52. cement-weighting buckets, the metering of 53. water
Bucket, 6 forced stirrers, 7 slurry buffering chambers, 8. delivery pumps, 9. filling conveying pipelines, 10. wash tub pipes, 11. packing jobs
Face, 12. clear water reserviors, 13. annular emergency lagoons, 14. head-tanks, 15. air compressor machines, 16. air accumulators, 17. ball valves, 18. give
Expect device.
Specific embodiment
A kind of Quick dredging underground filling pipe-line system, the bottom difference of aggregate bin 1, cement bin 1, cement bin 2 22
It is connect through pipeline with aggregate measuring bucket 51 and cement-weighting bucket 52, aggregate measuring bucket 51 and 52 bottom of cement-weighting bucket are respectively through pipe
Line is connect with forced stirrer 6,6 bottom of forced stirrer through delivery pump 8 with filling conveying pipeline 9 connect, forced stirrer 6 with it is defeated
It send and is provided with slurry buffering chamber 7 between pump 8.The filling conveying pipeline 9 that the traverse column that filling conveying pipeline 9 is connected to underground part are set connects
Again with packing job face 11 after connecing, the filling conveying pipeline that traverse column are set, which is arranged side by side, isometric wash tub pipe 10.
Described 10 one end of wash tub pipe is connect with clear water reserviors 12, and the other end is connect with annular emergency lagoon 13.
At least provided with 8 connecting tubes 18 between the filling conveying pipeline 9 and wash tub pipe 10, in each connecting tube 18
It is provided with ball valve.
6 top of forced stirrer is provided with flusher, i.e. 14 top of head-tank is through water supply water route and water weighing hopper 53
Connection, 53 bottom of water weighing hopper is connect with forced stirrer 6；Pipeline of 14 bottom of head-tank through meet an urgent need water route and water supply water route
Forced stirrer 6 is connected to after converging.
Compressed air system is provided at the top of the aggregate bin 1 and cement bin, i.e. air compressor machine 15 and air accumulator 16 connects
It connects, air accumulator 16 is connect with the pulse dust collector being arranged at the top of aggregate bin 1 and cement bin respectively through pipeline；Wherein air accumulator 16 passes through
Pipeline is also connect with the pulse dust collector being arranged at the top of aggregate measuring bucket.
In the above-mentioned technical proposal of the utility model, innovative point part includes the design of flushing scheme: i.e. along filling
Piece flushing pipe of pipeline construction, flushing pipe one end pump water with 37kw from sump, and the other end is answered filling pipeline beginning
Anxious pond is also connected to 37kw water pump.It is connected between flushing pipe and filling pipeline using high pressure resistant ball valve, every 80 meters of connections one
Place, and every 100 meter ampere fills 40 gate valve of φ on flushing pipe, flange easy to disassemble is fetched water when rinsing, as shown in Figure 1.
The process flow of this scheme are as follows: when plugging occurs, it is first determined plugging position, when 3# pressure transmitter exception,
Plugging has occurred between 3#, 4# ball valve position, then first turns on 1# ball valve and is dredged, when mineral building flushing water is close to clearly
When clear close 1# ball valve, open 2# ball valve, when mineral building flushing water close to it is limpid when close 2# ball valve, unlatching 3# ball valve, work as mineral building
Flushing water close to it is limpid when close 3# ball valve, open 4# ball valve, need to be tapped at plugging with Quick dredging, dredge to finish and work as
Mineral building flushing water close to it is limpid when close 4# ball valve, this process expends about half an hour, then restarts filling system and continue to pump.Such as
Concrete flowability variation cannot restart system, close the gate valve at filling pipeline gate valve, open fill pipeline beginning at mineral building, and
10# ball valve, 9# ball valve, 8# ball valve are successively opened, until opening 1# ball valve, the gate valve water outlet at filling pipeline beginning to be opened is limpid
Afterwards, 1# ball valve is closed, entire pipeline cleaning and dredging finish.When normal pump concrete to sand off, to prevent filling pipe
In water wash away the concrete of mineral building, then allow people to observe filling pipeline outlet, then stop pumping when seeing ejected wash water, close mineral building
The gate valve for locating filling pipeline gate valve, open fill pipeline beginning, is then turned on 1# ball valve, and flushing water flows into filling pipeline beginning
Emergency lagoon precipitating filtering, when filling pipeline beginning, gate valve goes out to close the lock of 1# ball valve and filling pipeline beginning when saliva becomes limpid
Valve, entire filling operation are completed.
Claims (6)
1. a kind of Quick dredging underground filling pipe-line system, which is characterized in that the bottom of aggregate bin (1) and at least one cement bin
It is connect respectively through pipeline with aggregate measuring bucket (51) and cement-weighting bucket (52), aggregate measuring bucket (51) and cement-weighting bucket (52)
Bottom is connect through pipeline with forced stirrer (6) respectively, and forced stirrer (6) bottom is through delivery pump (8) and filling conveying pipeline (9)
Connection, filling conveying pipeline (9) be connected to underground part traverse column set filling conveying pipeline (9) connection after again with packing job face
(11), the filling conveying pipeline that traverse column are set, which is arranged side by side, isometric wash tub pipe (10).
2. Quick dredging underground filling pipe-line system according to claim 1, which is characterized in that wash tub pipe (10) one end
It is connect with clear water reserviors (12), the other end is connect with annular emergency lagoon (13).
3. Quick dredging underground filling pipe-line system according to claim 2, which is characterized in that filling conveying pipeline (9) with
At least provided with 8 connecting tubes (18) between wash tub pipe (10), ball valve is provided on each connecting tube (18).
4. Quick dredging underground filling pipe-line system according to claim 1, which is characterized in that on forced stirrer (6)
Portion is provided with flusher, i.e., connect through water supply water route with water weighing hopper (53) at the top of head-tank (14), water weighing hopper (53)
Bottom is connect with forced stirrer (6)；Head-tank (14) bottom connects after the pipeline in emergency water route and water supply water route converges
To forced stirrer (6).
5. Quick dredging underground filling pipe-line system according to claim 1, which is characterized in that aggregate bin (1) and cement
Compressed air system is provided at the top of storehouse, i.e. air compressor machine (15) is connect with air accumulator (16), and air accumulator (16) is distinguished through pipeline
It is connect with the pulse dust collector being arranged at the top of aggregate bin (1) and cement bin；Wherein air accumulator (16) through pipeline also with aggregate measuring
The pulse dust collector connection that bucket top is arranged.
6. Quick dredging underground filling pipe-line system according to claim 1, which is characterized in that forced stirrer (6) with
Slurry buffering chamber (7) are provided between delivery pump (8).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821701879.2U CN209061755U (en) | 2018-10-19 | 2018-10-19 | A kind of Quick dredging underground filling pipe-line system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821701879.2U CN209061755U (en) | 2018-10-19 | 2018-10-19 | A kind of Quick dredging underground filling pipe-line system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109277378A (en) * | 2018-10-19 | 2019-01-29 | 湖北宜化江家墩矿业有限公司 | A kind of Quick dredging underground filling pipe-line system |
| CN113738440A (en) * | 2021-08-16 | 2021-12-03 | 新疆喀拉通克矿业有限责任公司 | Method and device for processing paste filling pipeline |
-
2018
- 2018-10-19 CN CN201821701879.2U patent/CN209061755U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109277378A (en) * | 2018-10-19 | 2019-01-29 | 湖北宜化江家墩矿业有限公司 | A kind of Quick dredging underground filling pipe-line system |
| CN113738440A (en) * | 2021-08-16 | 2021-12-03 | 新疆喀拉通克矿业有限责任公司 | Method and device for processing paste filling pipeline |
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