CN210025773U - Sinking type slurry storage and treatment system - Google Patents
Sinking type slurry storage and treatment system Download PDFInfo
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- CN210025773U CN210025773U CN201821722058.7U CN201821722058U CN210025773U CN 210025773 U CN210025773 U CN 210025773U CN 201821722058 U CN201821722058 U CN 201821722058U CN 210025773 U CN210025773 U CN 210025773U
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Abstract
The utility model relates to a sinking type mud storage and treatment system, which comprises a mud storage tank arranged in the space of an underground pile position of a building, wherein one side of the upper part of the mud storage tank is connected with one end of a mud inlet pipe, and the other end of the mud inlet pipe is connected with a sand remover; the circulating tank is arranged on the other side of the slurry storage tank, a communicating hole is formed in the side wall, close to the slurry storage tank, of the circulating tank, a flow guide pipe is arranged in the communicating hole in a penetrating mode, one end of the flow guide pipe is communicated into the circulating tank, the other end of the flow guide pipe is communicated with the bottom of the slurry storage tank, a slurry pump is installed on the flow guide pipe, and slurry in the slurry storage tank is pumped into the circulating tank through the flow guide pipe by the slurry pump; the floating slurry discharging device is arranged in the circulating pool; and the stirring devices are arranged in the circulating tank and the slurry storage tank. The utility model discloses the effectual problem of waste pulp processing difficulty of having solved can handle and cyclic utilization waste pulp, reduces the pollution to the environment, has also reduced the construction land, guarantees the construction progress.
Description
Technical Field
The utility model relates to a building construction field refers in particular to a formula of sinking mud deposit processing system.
Background
At present, in the building work progress, can set up the mud pit mostly at the job site and be used for useless thick liquid to retrieve, carry out the loading after the recovery and transport and handle to appointed place, however this kind of construction methods has increased the cost of transportation of construction, and useless thick liquid untimely outward transport still can cause the influence to the time limit for a project, the useless thick liquid that can not recycle arranges outward and also can cause the pollution to the environment in addition.
Along with the acceleration of urbanization process, the construction to underground space is more and more, during pile foundation and envelope construction, need adopt mud dado technology to bored concrete pile pore-forming and be the groove to envelope, the emission to mud is great in the work progress, receive the restriction of mud outward transportation, must set up the mud pond of great capacity on the construction site and store mud, nevertheless set up the mud pond of great capacity and can occupy the pile position, influence the arranging of pile foundation equipment, and along with going on of engineering construction, the mud pond probably needs the shift position, seriously influence the construction of engineering progress and pile foundation.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect, provide a formula of sinking mud deposit processing system, solve the problem that useless thick liquid was handled the difficulty, can handle and cyclic utilization useless thick liquid in limited space, reduce the pollution to the environment and also reduced the construction land, guarantee the construction progress.
The technical scheme for realizing the purpose is as follows:
the utility model provides a formula of sinking mud deposit processing system, include:
the slurry storage tank is arranged in a basement of a building and is formed by enclosing Larsen steel sheet piles, one side of the upper part of the slurry storage tank is connected with one end of a slurry inlet pipe, and the other end of the slurry inlet pipe is connected with a sand remover;
the circulating tank is arranged on the other side of the slurry storage tank and is formed by enclosing Larsen steel sheet piles, a communicating hole is formed in the side wall, close to the slurry storage tank, of the circulating tank, a flow guide pipe is arranged in the communicating hole in a penetrating mode, one end of the flow guide pipe is led into the circulating tank, the other end of the flow guide pipe is led into the bottom of the slurry storage tank, a slurry pumping pump is installed on the flow guide pipe, and slurry in the slurry storage tank is pumped into the circulating tank through the flow guide pipe by the slurry pumping pump;
the floating slurry discharging device is arranged in the circulating pool; and
and the stirring devices are arranged in the circulating tank and the slurry storage tank.
The utility model discloses a formula of sinking mud deposit processing system, through adopting Larsen steel sheet pile to enclose at the building basement and closing formation storage thick liquid pond and circulation tank, waste thick liquid to producing in adopting mud dado work progress stores and gets into the mud that the circulation tank becomes to recycle after handling, the extraction can when needing to use, do not occupy the construction space, the effectual problem of waste thick liquid processing difficulty of having solved, can handle and cyclic utilization waste thick liquid in limited space, the reduction has also reduced the construction land to the pollution of environment, guarantee the construction progress.
The utility model discloses the further improvement of formula of sinking mud deposit processing system lies in, this agitating unit is including setting firmly the air compressor machine on the circulation tank lateral wall, be connected and erect in the horizontal blast pipe on circulation tank and storage thick liquid pond upper portion with the air compressor machine, with a plurality of vertical blast pipes of this horizontal blast pipe perpendicular intercommunication and connect in the nozzle of this vertical blast pipe tip, this nozzle is close to the bottom surface in circulation tank and storage thick liquid pond for the wind that this nozzle sent out can let in the mud precipitate of circulation tank and storage thick liquid bottom of the pool portion.
The utility model discloses the further improvement of formula of sinking mud deposit processing system lies in, should float and arrange the thick liquid device and include the flotation pontoon, take the photograph of mount on this flotation pontoon greatly, install slush pump and one end on this mount and connect the row's thick liquid pipe on this slush pump, and the other end that should arrange the thick liquid pipe is stretched out from one side that the thick liquid pond upper portion of just keeping away from storage, and this slush pump still is connected with the vertical connecting pipe that lets in this circulation pond.
The utility model discloses the further improvement of formula of sinking mud deposit processing system lies in that the tip kickup that the slush pump was kept away from to this connecting pipe forms the mud pumping mouth.
The utility model discloses sunken formula mud deposit processing system's further improvement lies in, and the sealing washer is installed to the position that the honeycomb duct corresponds the intercommunicating pore, is connected in order to prevent that mud is excessive through the cooperation of this sealing washer and intercommunicating pore.
The utility model discloses formula of sinking mud deposit processing system's further improvement lies in, and this circulation tank all installs at the top border of storing up the thick liquid pond inside wall and encloses the purlin, should enclose and correspond between the relative both sides limit of purlin and be connected with a plurality of pairs of props.
The utility model discloses the further improvement of formula of sinking mud deposit processing system lies in that should enclose the purlin and adopt shaped steel to make.
The utility model discloses the further improvement of formula of sinking mud deposit processing system lies in, should adopt shaped steel to make to propping.
Drawings
Fig. 1 is a front view of the sinking slurry storage and treatment system of the present invention.
Fig. 2 is a top view of the sinking mud storage and disposal system of the present invention.
Fig. 3 is an enlarged schematic view of the floating slurry discharging device in the sinking type slurry storage and treatment system of the present invention.
Fig. 4 is an enlarged schematic view of the stirring device in the sinking type slurry storage and treatment system of the present invention.
Fig. 5 is an enlarged schematic view of the communication hole portion in the sinking-type slurry storage and treatment system of the present invention.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1, the utility model provides a formula of sinking mud deposit processing system, through setting up at the building basement and storing up thick liquid pond and circulation tank, the useless thick liquid that produces in adopting the mud dado work progress is stored and is got into the mud that the circulation tank becomes the recycling after handling, the extraction when needing to use can, the effectual problem of useless thick liquid processing difficulty of having solved, can handle and cyclic utilization useless thick liquid in limited space, the reduction has also reduced the construction land to the pollution of environment, guarantee the construction progress. The sinking type slurry storage and treatment system of the invention is explained with the attached drawings.
Referring to fig. 1, fig. 1 is a front view of the sinking slurry storage and treatment system of the present invention. The sinking slurry storage and disposal system of the present invention will be described with reference to fig. 1.
As shown in fig. 1, the utility model discloses sunken mud deposit processing system has solved the problem that the difficulty was handled to useless thick liquid, and this system includes: the slurry storage tank 11 is arranged in a basement of a building, the slurry storage tank 11 is formed by enclosing Larsen steel sheet piles 22, one side of the upper portion of the slurry storage tank 11 is connected with one end of a slurry inlet pipe 111, and the other end of the slurry inlet pipe 111 is connected with a sand remover 1111 which can remove large granular substances in waste slurry; a circulating tank 12 arranged at the other side of the pulp storage tank 11, the circulating tank 12 being formed by enclosing Larsen steel sheet piles 22, a communicating hole 121 being arranged on the side wall of the circulating tank 12 close to the pulp storage tank 11, a draft tube 1211 being arranged in the communicating hole 121, one end of the draft tube 1211 being connected to the circulating tank 12, the other end of the draft tube 1211 being connected to the bottom of the pulp storage tank 11, a pulp pump being arranged on the draft tube 1211, and the pulp in the pulp storage tank 11 being pumped into the circulating tank 12 through the draft tube 1211 by the pulp pump; a floating slurry discharge device 122 disposed in the circulation tank 12; and a stirring device 112 provided in the circulation tank 12 and the slurry storage tank 11.
Because the circulation tank 12 and the pulp storage tank 11 are arranged at the gap between the basement pile foundations, the requirements on the waterproofness and the firmness of the circulation tank 12 and the pulp storage tank 11 are high, the pulp storage tank 11 and the circulation tank 12 are formed by enclosing Larsen steel sheet piles 22, a good waterproof effect can be achieved, the enclosed pulp storage tank 11 and the circulation tank 12 are firm and cannot be affected by surrounding construction, the waste pulp 31 is introduced into the pulp storage tank 11 after being treated by a sand remover 1111, additives can be added into the waste pulp 31 to enable various indexes of the waste pulp 31 to reach the standard of recycling, the waste pulp is introduced into the circulation tank 12 through a draft tube 1211 after being uniformly mixed by a stirring device 112, and when the waste pulp is required to be used, the waste pulp is discharged by a floating pulp discharging device 122 after being uniformly stirred by the stirring device 122, and the filling pile is used for construction operations such as hole forming and the enclosure groove forming and the.
Preferably, the larsen steel sheet piles 22 are driven into the gap position of the underground pile position and enclose two adjacent areas, earthwork in the two areas is excavated to form the slurry storage tank 11 and the circulation tank 12, and the excavation depth of the earthwork is smaller than the overall length of the larsen steel sheet piles 22, so that the larsen steel sheet piles 22 are partially buried in the soil, and the firmness of the larsen steel sheet piles 22 is ensured.
As a preferred embodiment of the present invention, as shown in fig. 4, the stirring device 112 includes an air compressor 1121 fixed on the side wall of the circulation tank 11, a horizontal air supply pipe 1122 connected to the air compressor 1121 and erected on the upper portion of the circulation tank 12 and the slurry storage tank 11, a plurality of vertical air supply pipes 1123 vertically connected to the horizontal air supply pipe 1122, and a nozzle 1124 connected to the end of the vertical air supply pipes 1123, wherein the nozzle 1124 is close to the bottom surface of the circulation tank 12 and the slurry storage tank 11, so that the air sent out by the nozzle 1124 can be introduced into the slurry deposits at the bottom of the circulation tank 12 and the slurry storage tank 11.
Preferably, the horizontal blast pipe can adopt DN50 steel pipe to make, and the vertical blast pipe can adopt DN32 steel pipe to make, and every interval 1m of vertical blast pipe sets up one, and the nozzle is made by DN32 steel pipe, and the tip is flat for the injector head is fan-shaped increase and sprays the area, makes the stirring more even, and the bottom of the pool interval of nozzle and circulation tank and storage pulp pond is 300 mm.
Referring to fig. 3, the floating slurry discharging device 122 includes a float 1221, a fixing frame 1222 erected on the float 1221, a slurry pump 1223 installed on the fixing frame 1222, and a slurry discharging pipe 1224 having one end connected to the slurry pump 1223, wherein the other end of the slurry discharging pipe 1224 extends from the upper portion of the circulation tank 12 and a side far from the slurry storage tank 11, and the slurry pump 1224 is further connected to a connecting pipe 1225 vertically leading into the circulation tank 12, so that the floating slurry discharging device 122 can float on the surface of the slurry 32 in the circulation tank 12 and draw the slurry 32 from the circulation tank 12, thereby performing slurry discharging work for subsequent construction work.
As shown in fig. 1, since the amount of the slurry 32 in the circulation tank 12 is constantly changed, in order to extract the slurry 32, a floating slurry discharging device 122 is used, and the floating slurry discharging device 122 floats the fixing frame 1222 on the surface of the slurry 32 through the float 1221, so that the slurry pump 1223 mounted on the fixing frame 1222 can float up and down along the surface of the slurry 32, thereby facilitating extraction and ensuring continuous supply of the slurry 32.
Preferably, as shown in connection with fig. 3, the end of the connection pipe 1225 remote from the mud pump 1223 is bent upward to form a mud pumping port 1226.
As shown in fig. 5, a sealing ring 1212 is installed at a position of the flow guide tube 1211 corresponding to the communication hole 121, and the sealing ring 1212 is coupled to the communication hole 121 to prevent the slurry in the circulation tank 12 and the slurry storage tank 11 from overflowing, and also to prevent the slurry in the slurry storage tank 11 from leaking into the circulation tank 12.
As shown in the combined figure 2, the top edges of the inner side walls of the circulating tank 12 and the pulp storage tank 11 are respectively provided with an enclosing purlin 21, and a plurality of pairs of supports 211 are correspondingly connected between the two opposite side edges of the enclosing purlin 21, so that the circulating tank 12 and the pulp storage tank 11 are firmer.
Specifically, the enclosing purlin 21 is made of section steel, and a circulation tank and a slurry storage tank are reinforced.
More specifically, the counter stay 211 is made of section steel, and supports and ensures the stability of the circulation tank 11 and the slurry storage tank 12.
Preferably, enclosing purlins are welded on the upper edges of the inner side walls of the pulp storage tank and the circulating tank, the enclosing purlins can be made of H300X 10X 15 section steel, opposite supports are welded on two opposite side edges of the enclosing purlins, the opposite supports can be made of H300X 10X 15 section steel, and the interval between the opposite supports is 4-5 m.
The utility model discloses a concrete operation as follows:
introducing the waste slurry into a sand remover 1111, separating particles with the particle size of more than 3mm in the waste slurry through the sand remover 1111, and introducing the sand-removed waste slurry 31 into a slurry storage tank 11 through a slurry inlet pipe 111;
according to actual requirements, a small amount of additives such as bentonite, water, CMC, sodium carbonate and the like are added into the waste slurry 31 in the slurry storage tank 11, so that various performance indexes of the waste slurry 31 meet the index requirements of circulating slurry, an air compressor 1121 is started, air is sprayed out from a nozzle 1124 through a transverse air supply pipe 1122 and a vertical air supply pipe 1123, and the waste slurry 31 with the added additives is stirred;
opening the slurry pump to make the slurry after stirring flow into the circulation tank 12 through the draft tube 1211, when the slurry needs to be used;
after the stirring device 112 is turned on to stir the slurry uniformly, the slurry pump 1223 is turned on so that the slurry 32 in the circulation tank 12 is pumped in through the connection pipe 1225 and discharged out of the circulation tank 12 through the slurry discharge pipe 1224 for the construction.
The present invention has been described in detail with reference to the embodiments shown in the drawings, and those skilled in the art can make various modifications to the present invention based on the above description. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which are intended to be covered by the following claims.
Claims (8)
1. A subsidence mud reserve treatment system, comprising:
the slurry storage tank is arranged in a basement of a building and is formed by enclosing Larsen steel sheet piles, one side of the upper part of the slurry storage tank is connected with one end of a slurry inlet pipe, and the other end of the slurry inlet pipe is connected with a sand remover;
the circulation tank is arranged on the other side of the pulp storage tank and is formed by enclosing Larsen steel sheet piles, a communication hole is formed in the side wall, close to the pulp storage tank, of the circulation tank, a guide pipe penetrates through the communication hole, one end of the guide pipe is introduced into the circulation tank, the other end of the guide pipe is introduced into the bottom of the pulp storage tank, a pulp pumping pump is installed on the guide pipe, and slurry in the pulp storage tank is pumped into the circulation tank through the guide pipe by the pulp pumping pump;
the floating slurry discharging device is arranged in the circulating pool; and
and the stirring devices are arranged in the circulating tank and the slurry storage tank.
2. The subsidence type mud reserve treatment system of claim 1, wherein the stirring device comprises an air compressor fixedly arranged on the side wall of the circulation tank, a transverse air supply pipe connected with the air compressor and erected on the upper parts of the circulation tank and the mud storage tank, a plurality of vertical air supply pipes vertically communicated with the transverse air supply pipes, and a nozzle connected to the end part of the vertical air supply pipes, wherein the nozzle is close to the bottom surfaces of the circulation tank and the mud storage tank, so that air sent out by the nozzle can be introduced into mud sediments at the bottom of the circulation tank and the mud storage tank.
3. The submersible mud storage and disposal system of claim 1, wherein said floating slurry discharge device comprises a float bowl, a fixed frame erected on said float bowl, a slurry pump mounted on said fixed frame, and a slurry discharge pipe having one end connected to said slurry pump, wherein the other end of said slurry discharge pipe extends from the upper portion of said circulation tank and the side far away from said slurry storage tank, and said slurry pump is further connected to a connection pipe vertically passing into said circulation tank.
4. The submersible mud storage handling system of claim 3 wherein the end of the connecting tube remote from the mud pump is bent upward to form a mud pumping port.
5. The subsidence mud storage and disposal system of claim 1, wherein said flow guide pipe is provided with a sealing ring at a position corresponding to said communication hole, and the mud is prevented from overflowing by the matching connection of said sealing ring and said communication hole.
6. The submerged mud storage and treatment system according to claim 1, wherein enclosing purlins are installed at the top edges of the inner side walls of the circulation tank and the mud storage tank, and a plurality of pairs of supports are correspondingly connected between two opposite side edges of the enclosing purlins.
7. The submerged mud storage and disposal system of claim 6, wherein said purlin is made of steel.
8. The subsidence mud reserve treatment system of claim 6, wherein the counter stays are made of steel sections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821722058.7U CN210025773U (en) | 2018-10-23 | 2018-10-23 | Sinking type slurry storage and treatment system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821722058.7U CN210025773U (en) | 2018-10-23 | 2018-10-23 | Sinking type slurry storage and treatment system |
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| CN210025773U true CN210025773U (en) | 2020-02-07 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113565096A (en) * | 2021-07-07 | 2021-10-29 | 深圳市中地建设工程有限公司 | Construction method of mud pit in construction site |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113565096A (en) * | 2021-07-07 | 2021-10-29 | 深圳市中地建设工程有限公司 | Construction method of mud pit in construction site |
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