CN205965256U - Clout treatment facility of superelevation layer concrete pumping system - Google Patents
Clout treatment facility of superelevation layer concrete pumping system Download PDFInfo
- Publication number
- CN205965256U CN205965256U CN201620779687.8U CN201620779687U CN205965256U CN 205965256 U CN205965256 U CN 205965256U CN 201620779687 U CN201620779687 U CN 201620779687U CN 205965256 U CN205965256 U CN 205965256U
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- CN
- China
- Prior art keywords
- sedimentation tank
- waste residue
- pumping system
- water
- concrete pumping
- 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.)
- Expired - Fee Related
Links
- 238000005086 pumping Methods 0.000 title claims abstract description 40
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 130
- 239000002699 waste material Substances 0.000 claims abstract description 74
- 238000003860 storage Methods 0.000 claims abstract description 54
- 238000000926 separation method Methods 0.000 claims abstract description 17
- 238000004140 cleaning Methods 0.000 claims abstract description 11
- 239000011440 grout Substances 0.000 claims abstract description 10
- 238000004062 sedimentation Methods 0.000 claims description 74
- 239000010865 sewage Substances 0.000 claims description 21
- 239000011083 cement mortar Substances 0.000 claims description 16
- 238000012545 processing Methods 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 11
- 230000001376 precipitating effect Effects 0.000 claims description 3
- 238000005138 cryopreservation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 239000002351 wastewater Substances 0.000 abstract description 5
- 239000003818 cinder Substances 0.000 abstract 1
- 125000004122 cyclic group Chemical group 0.000 abstract 1
- 239000004575 stone Substances 0.000 description 10
- 239000007788 liquid Substances 0.000 description 7
- 238000001556 precipitation Methods 0.000 description 6
- 239000006228 supernatant Substances 0.000 description 6
- 101100041681 Takifugu rubripes sand gene Proteins 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000010926 purge Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002910 solid waste Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model provides a clout treatment facility of superelevation layer concrete pumping system, the clear water storage device of superelevation layer concrete pumping system water supply is organized and is wasing including collection device, sandrock separation device, the water mud setting sump who has aggregate hole and waste residue water delivery outlet. Row's cinder notch of aggregate hole intercommunication superelevation layer concrete pumping system, waste residue water delivery outlet communicate sandrock separation device's feed inlet, and sandrock separation device's grout outlet communicates the group to water mud setting sump, and the delivery port intercommunication of water mud setting sump group is to settleing water storage device, clear water storage device's feed water inlet intercommunication to superelevation layer concrete pumping system. The utility model provides a clout and waste residue water behind the concrete pumping system cleaning of super high layer to the pollution of environment with cause serious water waste problem to further reduce concrete waste residue water and caused the probability of pollution to all ring edge borders, effectively practiced thrift construction water, realized the cyclic utilization of waste water.
Description
Technical field
This utility model is related to a kind of concrete pumping system clout processing equipment, more particularly, to a kind of superelevation layer concrete
The clout processing equipment of pumping system
Background technology
With scientific and technological progress and economic development, the quantity of domestic high-rise building and height increase continuous at present.By
In the particularity of high-rise structural system, its Core Walls Structure shear wall, Core Walls Structure horizontal structure, housing water during construction
Flat structure, concrete filled steel tube (housing stiffness structure) concrete strength inconsistent and construct step pitch inconsistent, concrete
Working procedure is both needed to separately be poured, and leads to concreting increased frequency.Conventional ultra high layer concrete pumping system cleans
Many carry out by the way of air purge, washing or aqueous vapor connection is washed, the waste water that cleans out, waste residue be all have alkaline, and
There is the insoluble matters such as a large amount of cement, sandstone.Have, after simple separating treatment, just sewage is entered sewer or peripheral edge ring
Border；Have, after cleaning waste water and concrete clout are transported to concrete tank and are processed outside the venue.Above method of disposal is equal
Surrounding can be caused with very important pollution, and the waste water washing down every time is more, also lead to the serious wave of water resource
Take.
Utility model content
For overcoming the defect existing for prior art, now provide a kind of clout of Super High concrete pumping system to process and set
Standby, to the pollution of environment and cause serious water to provide to solve the clout after the cleaning of Super High concrete pumping system and waste residue water
The problems such as source wastes.
For achieving the above object, provide a kind of clout processing equipment of Super High concrete pumping system, including having collection
The collection device of material mouth and waste residue water output, sand-gravel separation device, cement mortar sedimentation tank group and for cleaning Super High coagulation
The clear water storage device that native pumping system supplies water.Collection material mouth connects the slag-drip opening of Super High concrete pumping system, and waste residue water is defeated
The charging aperture of outlet sand-gravel separation device, the grout outlet of sand-gravel separation device is communicated to cement mortar sedimentation tank group, cement mortar
The outlet of sedimentation tank group is communicated to clear water storage device；The feed water inlet of clear water storage device is communicated to Super High concrete pumping
System.
Further, collection device includes waste residue water storage pool and the waste residue water collection bucket located at described slag-drip opening, gathers materials
Mouth and waste residue water output are respectively arranged on input and the outfan of waste residue water storage pool, between waste residue water collection bucket and collection material mouth
It is connected with the first waste residue water conveyance conduit.
Further, it is provided with agitator in waste residue water storage pool.
Further, cement mortar sedimentation tank group includes the first sedimentation tank, the second sedimentation tank and the 3rd precipitation precipitating step by step
Pond, the grout outlet of sand-gravel separation device is communicated to the first sedimentation tank, and the outlet of the 3rd sedimentation tank is communicated to clearly by drain pipe
Water storage device.
Further, the first sedimentation tank, the second sedimentation tank and the 3rd sedimentation tank are separated from one another.First sedimentation tank and second sinks
It is provided with the first sewage pump between the pond of shallow lake, between the second sedimentation tank and the 3rd sedimentation tank, be provided with the second sewage pump.
Further, the outlet of the 3rd sedimentation tank is provided with the 3rd sewage pump, drain pipe be connected to the 3rd sewage pump with clear
Between water storage device.
Further, pass through the second waste residue between the waste residue water output of collection device and the charging aperture of sand-gravel separation device
Water conveyance conduit connects, and the second waste residue water conveyance conduit is provided with control valve.
The beneficial effects of the utility model are, the concrete waste pulp water that reduces of high degree causes dirt to surrounding enviroment
Dye probability it is achieved that environment-friendly and green construction purpose.And, make full use of water resource, effectively save construction water it is achieved that
Recycling of waste water, reduces construction cost.Solid waste material can also be made full use of, realize sandstone and reclaim.
Brief description
Fig. 1 is the schematic diagram of the clout processing equipment of this utility model Super High concrete pumping system.
Fig. 2 is another enforcement of the sedimentation tank group of clout processing equipment of this utility model Super High concrete pumping system
The structural representation of example.
Specific embodiment
Below by way of specific instantiation, embodiment of the present utility model is described, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages of the present utility model and effect easily.This utility model can also be by addition
Different specific embodiments is carried out or applies, and the every details in this specification based on different viewpoints and can also be answered
With carrying out various modifications and changes under without departing from spirit of the present utility model.
Fig. 1 is the schematic diagram of the clout processing equipment of this utility model Super High concrete pumping system, and Fig. 2 is this practicality
Sedimentation tank group structural representation in a kind of new embodiment.With reference to shown in Fig. 1, this utility model provides a kind of Super High and mixes
The clout processing equipment of solidifying soil pumping system, including：Have and collect the collection device of material mouth and waste residue water output, there is charging aperture
With the sand-gravel separation device of grout outlet, cement mortar sedimentation tank group and the clear water supplying water for cleaning Super High concrete pumping system
Storage device.
Collection device includes waste residue water storage pool 11 and waste residue water collection bucket 12.Waste residue water collection bucket 12 and Super High coagulation
Native pumping system slag-drip opening connection.The collection material mouth of waste residue water collection bucket 12 bottom and waste residue water storage pool 11 passes through the first waste residue water
Conveyance conduit 13 connects.Waste residue water storage pool 11 is a storage pool being formed with steel plate welding.Waste residue water storage pool 11 useless
Pulp water delivery outlet is connected with the charging aperture of sand-gravel separation device by the second waste residue water conveyance conduit 15.
In order to not allow the concrete waste pulp water accumulating in waste residue water storage pool 11 in a large number solidify, on waste residue water storage pool 11 also
An agitator 14 can be horizontally set with, agitator 14 drives the not stall in waste residue water storage pool 11 of concrete waste pulp water to move.
In order to control the speed passing through the second waste residue water conveyance conduit 15 from waste residue water, can also convey in the second waste residue water
One control valve is arranged on pipeline 15.In the present embodiment, control valve is turbine butterfly valve 16, for the conveying of fixing quantity waste residue water
Speed to sand-stone separator 20.
Sand-gravel separation device is that have a charging aperture, the sand of a sand export, a stone outlet hole and a grout outlet 21
Stone seperator 20.Charging aperture is connected by the second waste residue water conveyance conduit 15 with the waste residue water output of waste residue water storage pool 11.
Grout outlet 21 is communicated to cement mortar sedimentation tank group.
Cement mortar sedimentation tank group includes the first sedimentation tank 31, the second sedimentation tank 32 and the 3rd sedimentation tank 33 precipitating step by step.
First sedimentation tank 31, the second sedimentation tank 32 and the 3rd sedimentation tank 33 can be catch pit or collecting-tank.Sand-gravel separation device
Grout outlet 21 is communicated to the first sedimentation tank 31, and the outlet of the 3rd sedimentation tank 33 is communicated to clear water storage dress by drain pipe 37
Put.
In the present embodiment, cement mortar sedimentation tank group is separate structure.First sedimentation tank 31, the second sedimentation tank 32 and
The collecting-tank that three steel plate welding that three sedimentation tanks 33 are independent are formed.It is heavy to be realized by sewage pump between cement mortar sedimentation tank group
The transfer of the supernatant behind shallow lake.It is provided with the first sewage pump 34, the second sedimentation tank between first sedimentation tank 31 and the second sedimentation tank 32
32 and the 3rd are provided with the second sewage pump 35 between sedimentation tank 33.The outlet of the 3rd sedimentation tank 33 is provided with the 3rd sewage pump 36, the
It is provided with drain pipe 37 between three sewage pumps 36 and clear water storage device.
Clear water storage device can be catch pit, collecting-tank or storage tank.In the present embodiment, clear water storage device is
Clear water storage pool 40.Clear water storage pool 40 is the collecting-tank being formed with steel plate welding.It is additionally provided with clear water storage pool 40
Four sewage pumps 43 and water-supply-pipe, in order to be pumped to Super High concrete pumping system by the clear water of storage in clear water storage pool 40
In hopper, for cleaning Super High concrete pumping system.One end of water-supply-pipe connects the 4th sewage pump 43, and the other end is as confession
The mouth of a river 44 is communicated to the hopper of Super High concrete pumping system.Metering water meter can also be installed additional on water-supply-pipe, for quantitation
Conveying clear water and statistics water saving total amount.
In one embodiment, cement mortar sedimentation tank group and clear water storage device are integral type structure.As shown in Fig. 2 water
Mud-settling pit group includes：First sedimentation tank 37, the second sedimentation tank 38, the 3rd sedimentation tank 39.Clear water storage device includes clear water
Storage pool 42.First sedimentation tank 37, the height of the second sedimentation tank 38, the 3rd sedimentation tank 39 and clear water storage pool 42 drop successively
Low, in staged.In the first sedimentation tank 37 and the second sedimentation tank 38, the second sedimentation tank 38 and the 3rd sedimentation tank 39, the 3rd precipitation
Pool wall top between pond 39 and clear water storage pool 42 is provided with gravity tank 310.When cement mortar precipitation supernatant in the first sedimentation tank 37
When liquid liquid level rises to the height of the first gravity tank 310, the cement mortar precipitation supernatant in the first sedimentation tank 37 flow to second certainly
In sedimentation tank 38, in the same manner, through three times precipitation after clear water be stored in by the 3rd gravity tank 311 standby in clear water storage pool 42
With.
When cleaning first, first with Super High concrete pump, clear water is delivered to the top of cloth tube by concrete pump pipe
End, is then shut off the hydraulic stop valve of high pressure concrete pump line.Subsequently open high pressure concrete pump line hydraulic stop valve again, cleaning
The waste residue water of cloth tube is flow automatically to the hopper of Super High concrete pumping system by high pressure concrete pump line.Again by Super High
Concrete mixer moves near waste residue water collection bucket 12, and fine setting Super High concrete mixer makes Super High concrete pumping system
Slag-drip opening is directed at waste residue water collection bucket 12.Open slag-drip opening, waste residue water is entered in waste residue water collection bucket 12.
Waste residue water collection bucket 12 can be raised rear and waste residue water storage pool 11 shape by elevator by waste residue water collection bucket 12
Become vertical drop, waste residue water is transferred in waste residue water storage pool 11 by the first conveyance conduit 13.High-pressure pump can also be used
Waste residue water in waste residue water bunker for collecting 12 is entered in waste residue water storage pool 11.Now, turn on agitator 14.
Waste residue water enters sand-stone separator 20 from waste residue water storage pool 11, can by setting high-pressure pump, or pass through to set
The height putting waste residue water storage pool 11 with sand-stone separator 20 forms vertical drop, realizes waste residue water from waste residue water storage pool 11
Enter the process of sand-stone separator 20.
Waste residue water passes through the second conveyance conduit 15, through turbine butterfly valve 16 coutroi velocity, enters sand-stone separator 20.Open sand
Stone seperator 20 carries out to waste residue water separating, the stone that the sand discharged from sand export and stone outlet hole are discharged use respectively Periostracum Serpentiss bag or
Other article-storage devices are standby after filling.And the cement mortar isolated enters the first sedimentation tank 31 from grout outlet 21.Heavy according to first
The liquid level rate of climb in shallow lake pond 31 determines when to open the first sewage pump 34, and the supernatant liquid pump drainage after primary sedimentation is entered
Two sedimentation tanks 32.The speed that liquid level according to the second sedimentation tank 32 rises determines the time opening the second sewage pump 35, will be secondary
Supernatant liquid pump drainage after precipitation enters the 3rd sedimentation tank 33.Determined according to the speed that the 3rd sedimentation tank 33 liquid level rises and open the 3rd
Sewage pump 36, the supernatant after three times are precipitated is entered standby in clear water storage pool 40 by the 3rd sewage pump 36 pump drainage.
Upper once clean Super High concrete pumping system when, according to water for cleaning amount determine setting the 4th sewage pump 43
Quantity, the clear water pump drainage in clear water storage pool 40 is entered in the hopper of Super High concrete pumping system, for cleaning again
Super High concrete pumping system.
It should be noted that structure depicted in this specification institute accompanying drawings, ratio, size etc., all only in order to coordinate
Content disclosed in bright book, so that those skilled in the art understands and reads, being not limited to this utility model can implement
Qualificationss, therefore do not have technical essential meaning, the adjustment of the modification of any structure, the change of proportionate relationship or size,
Under not affecting this utility model effect that can be generated by and the purpose that can reach, all should still fall to disclosed in this utility model
Technology contents obtain and can cover in the range of.Meanwhile, in this specification cited as " on ", D score, "left", "right", " in
Between " and " one " etc. term, be merely convenient to describe understands, and is not used to limit the enforceable scope of this utility model, its
Being altered or modified of relativeness, under no essence change technology contents, when being also considered as the enforceable category of this utility model.
Above in association with accompanying drawing embodiment, this utility model is described in detail, those skilled in the art can root
According to described above, this utility model is made with many variations example.Thus, some details in embodiment should not be constituted to this practicality
New restriction, this utility model is by the scope being defined using appended claims as protection domain.
Claims (7)
1. a kind of clout processing equipment of Super High concrete pumping system it is characterised in that：Collect material mouth and waste residue including having
The collection device of water output, sand-gravel separation device, cement mortar sedimentation tank group and for cleaning Super High concrete pumping system
The clear water storage device supplying water；Described collection material mouth connects the slag-drip opening of Super High concrete pumping system, described waste residue water output
Mouth connects the charging aperture of described sand-gravel separation device, and the grout outlet of described sand-gravel separation device is communicated to described cement mortar sedimentation tank
Group, the outlet of described cement mortar sedimentation tank group is communicated to described clear water storage device；The feed water inlet of described clear water storage device
It is communicated to Super High concrete pumping system.
2. Super High concrete pumping system according to claim 1 clout processing equipment it is characterised in that：Described receipts
Acquisition means include waste residue water storage pool and the waste residue water collection bucket located at described slag-drip opening, described collection material mouth and waste residue water output
It is respectively arranged on input and the outfan of described waste residue water storage pool, be connected between described waste residue water collection bucket and described collection material mouth
There is the first waste residue water conveyance conduit.
3. the clout processing equipment of Super High concrete pumping system according to claim 2 is it is characterised in that described give up
It is provided with agitator in pulp water storage pool.
4. Super High concrete pumping system according to claim 1 clout processing equipment it is characterised in that：Described water
Mud-settling pit group includes the first sedimentation tank, the second sedimentation tank and the 3rd sedimentation tank precipitating step by step, described sand-gravel separation device
Grout outlet be communicated to described first sedimentation tank, the outlet of described 3rd sedimentation tank is communicated to described clear water storage by drain pipe
Cryopreservation device.
5. Super High concrete pumping system according to claim 4 clout processing equipment it is characterised in that：Described
One sedimentation tank, described second sedimentation tank and described 3rd sedimentation tank are separated from one another；Described first sedimentation tank and the second sedimentation tank it
Between be provided with the first sewage pump, be provided with the second sewage pump between described second sedimentation tank and described 3rd sedimentation tank.
6. Super High concrete pumping system according to claim 5 clout processing equipment it is characterised in that：Described
The outlet of three sedimentation tanks is provided with the 3rd sewage pump, and described drain pipe is connected to described 3rd sewage pump and described clear water storage dress
Between putting.
7. Super High concrete pumping system according to claim 1 clout processing equipment it is characterised in that：Described receipts
It is connected by the second waste residue water conveyance conduit between the waste residue water output of acquisition means and the charging aperture of described sand-gravel separation device,
Described second waste residue water conveyance conduit is provided with control valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620779687.8U CN205965256U (en) | 2016-07-22 | 2016-07-22 | Clout treatment facility of superelevation layer concrete pumping system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620779687.8U CN205965256U (en) | 2016-07-22 | 2016-07-22 | Clout treatment facility of superelevation layer concrete pumping system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205965256U true CN205965256U (en) | 2017-02-22 |
Family
ID=58025960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620779687.8U Expired - Fee Related CN205965256U (en) | 2016-07-22 | 2016-07-22 | Clout treatment facility of superelevation layer concrete pumping system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205965256U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109200671A (en) * | 2018-09-30 | 2019-01-15 | 拓暄建设科技有限公司 | A kind of clout processing equipment of Super High concrete pumping system |
| CN110448938A (en) * | 2019-09-06 | 2019-11-15 | 长沙远大住宅工业阜阳有限公司 | A kind of cleaning system of prefabricated components circular line |
-
2016
- 2016-07-22 CN CN201620779687.8U patent/CN205965256U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109200671A (en) * | 2018-09-30 | 2019-01-15 | 拓暄建设科技有限公司 | A kind of clout processing equipment of Super High concrete pumping system |
| CN110448938A (en) * | 2019-09-06 | 2019-11-15 | 长沙远大住宅工业阜阳有限公司 | A kind of cleaning system of prefabricated components circular line |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |