CN216755493U

CN216755493U - Sedimentation tank is used in processing of natural rock component

Info

Publication number: CN216755493U
Application number: CN202220195657.8U
Authority: CN
Inventors: 潘广利; 张田勇; 李广亮
Original assignee: Mica Advanced Materials Co ltd
Current assignee: Mica Advanced Materials Co ltd
Priority date: 2022-01-24
Filing date: 2022-01-24
Publication date: 2022-06-17
Anticipated expiration: 2032-01-24

Abstract

The utility model relates to a sewage treatment's technical field discloses a settling basin is used in processing of natural rock component, and it includes the cell body, sets up settling assembly in the cell body is in with the setting drain pipe on the cell body, settling assembly is used for getting into sewage in the cell body subsides, the drain pipe be used for with subside good sewage discharge in the cell body. This application is through setting up the cell body, subsiding subassembly and drain pipe, and the subassembly setting is subsided in the cell body, and the subassembly that subsides is arranged in subsiding the sewage that gets into in the cell body, and the drain pipe setting is on the cell body, and the drain pipe is arranged in subsiding good sewage in the cell body and discharges, and sewage in the discharge cell body can also reuse in the processing of milling of stone material, and then has improved and has milled the utilization efficiency of man-hour water to the stone material.

Description

Sedimentation tank is used in processing of natural rock component

Technical Field

The application relates to the technical field of sewage treatment, in particular to a sedimentation tank for processing a natural rock component.

Background

When the natural rock component is produced, the stone needs to be cut first, and then the cut stone needs to be milled by using an end face milling machine, so that the surface of the cut stone is smooth.

In the related art, when the end face milling machine is used for milling the cut stone, water needs to be sprayed onto the stone, and the water sprayed onto the stone takes away the scraps produced on the surface of the stone due to milling, so that the condition that the stone is scratched by the scraps produced in the process of milling the stone is reduced.

In view of the above-mentioned related technologies, the inventor thinks that water directly enters a sewer in a factory and flows away after flowing away from a stone, and further has a defect of low utilization efficiency of water resources when a natural rock member is processed.

SUMMERY OF THE UTILITY MODEL

In order to alleviate and add the lower problem of water resource utilization efficiency when processing natural rock component, this application provides a sedimentation tank is used in processing of natural rock component.

The application provides a settling basin is used in processing of natural rock component adopts following technical scheme:

the settling pond for processing the natural rock member comprises a pond body, a settling component arranged in the pond body and a drain pipe arranged on the pond body, wherein the settling component is used for settling sewage entering the pond body, and the drain pipe is used for discharging the settled sewage in the pond body.

Through adopting above-mentioned technical scheme, in the sewage that flows down from the stone material got into the cell body, sedimentation component in the cell body made the sweeps that get into in the sewage subside, and the drain pipe is with subsiding good sewage discharge cell body in the cell body and mill processing to the stone material again and assist, and this in-process has reduced the condition emergence that water was once just discharged through the sewer away, and then has improved the utilization efficiency of water resource when milling processing to natural rock.

Optionally, the sedimentation component includes the polylith division board, the polylith the equal fixed connection of division board is in the inside of cell body, the polylith the division board is followed the length direction of cell body will the inside a plurality of chambeies that hold that divide into of cell body, the drain pipe with one of cell body length direction tip holds the chamber intercommunication.

Through adopting above-mentioned technical scheme, the sewage that flows down on the stone material gets into the cell body and keeps away from the chamber that holds of drain pipe, then make sewage constantly keep away from the drain pipe hold the chamber in the accumulation, sewage is when holding the chamber accumulation, the sweeps in the sewage is constantly settling in holding the chamber, thereby make the water and the sweeps separation in the chamber that holds of keeping away from the drain pipe, along with getting into the sewage that holds in the chamber of keeping away from the drain pipe more and more, it further subsides in the chamber and next holding the chamber to subside good sewage entering next, finally make the sewage that subsides get into the chamber that holds that the drain pipe place, and then realize subsiding to sweeps in the sewage, the existence influence of sweeps in the reduction sewage mills the processing effect to the stone material.

Optionally, the heights of the plurality of separation plates gradually decrease along a direction close to the drain pipe.

Through adopting above-mentioned technical scheme, keep away from the drain pipe hold the chamber and fill up sewage after, this hold the good sewage of sediment in the chamber and cross the division board that corresponds and get into next and hold the chamber, the division board stops the sweeps in the sewage this moment, increase the sedimentation effect of sedimentation tank to sewage promptly, on the other hand reduces the direction that highly follows the drain pipe of division board gradually, can reduce the condition emergence that holds the sewage in the chamber and flow from the week side of cell body, and then reduces the waste of water resource.

Optionally, the drain pipe is located fixedly connected with a dirt blocking plate in the accommodating cavity, a gap is reserved between the bottom of the dirt blocking plate and the bottom of the tank body, and the drain pipe is located on one side, away from the partition plate, of the dirt blocking plate.

Through adopting above-mentioned technical scheme, sewage gets into the chamber that holds at drain pipe place back, and the barrier plate blocks the sweeps in the sewage to it takes place to reduce the circumstances of sweeps entering discharge pipe in the exhaust.

Optionally, a plurality of water permeable holes are formed in the dirt blocking plate.

Through adopting above-mentioned technical scheme, if there is more sweeps to deposit in holding the chamber at drain pipe place, sewage passed the hole of permeating water on the barrier plate this moment and entered into the one side at drain pipe place to reduce holding in the chamber at drain pipe place the sweeps deposit more, lead to the condition emergence that the drain pipe can't be discharged water.

Optionally, the drain pipe is fixedly connected to the bottom of the tank body, a drain hose communicated with the drain pipe is arranged in the tank body, a buoyancy block is arranged on the drain hose, and a gap is reserved between the buoyancy block and a pipe orifice of the drain hose.

Through adopting above-mentioned technical scheme, when having water in holding the chamber at drain pipe place, the buoyancy piece is floating on the surface of water, makes the port that the drain pipe was kept away from to the drainage hose then in the bottom of buoyancy piece to make the drainage hose will hold the water discharge on chamber upper strata, reduce the drainage hose promptly and will hold the waste chips exhaust condition emergence of sediment in the chamber.

Optionally, keep away from the drain pipe hold and be provided with the dirty fill of collection in the chamber, the dirty fill of collection with the cell body with correspond division board fixed connection, the bottom fixedly connected with blow off pipe of cell body, be provided with first control valve on the blow off pipe, the blow off pipe with the dirty fill intercommunication of collection.

Through adopting above-mentioned technical scheme, sewage when subsiding in keeping away from the chamber that holds of drain pipe, the sweeps in the sewage gets into the dirty fill of collection, makes then the sweeps gather in the dirty fill of collection, and the sedimentation tank uses a period after, opens first control valve, makes then the sweeps in the dirty fill of collection hold the chamber through the blow off pipe discharge, reaches the effect that is convenient for clear up the sweeps in the cell body promptly.

Optionally, a water inlet hose is arranged in the accommodating cavity far away from the water discharge pipe, a floating block is arranged at one end of the water inlet hose, and one end of the water inlet hose penetrates through the floating block.

Through adopting above-mentioned technical scheme, when annotating sewage into the cell body, keep away from the one end of floating block with sewage through the hose that intakes and pour into the cell body, along with more and more sewage to pour into in the cell body, the hose that intakes floats on the liquid level of sewage under the effect of floating block to the condition that the sewage that the reduction got into in the cell body through the hose that intakes carried out the disturbance to the sweeps that have settled in the cell body takes place, and then increases the sedimentation effect of sedimentation tank to sewage.

Optionally, one end of the water inlet hose, which is far away from the floating block, is fixedly connected with the tank body, a water inlet pipe is fixedly connected with the tank body, and the water inlet pipe is communicated with the water inlet hose.

Through adopting above-mentioned technical scheme, when annotating sewage into the cell body, keep away from the one end of intaking hose with sewage through the inlet tube and pour into the cell body to when increasing to annotate sewage into the cell body, the stability of intaking hose.

In summary, the present application includes at least one of the following beneficial technical effects:

the sedimentation assembly is arranged in the tank body and is used for settling sewage entering the tank body, the drain pipe is arranged on the tank body and is used for discharging settled sewage in the tank body, and the sewage discharged from the tank body can be reused in the milling of the stone, so that the utilization efficiency of water in the milling of the stone is improved;

the inside of the tank body is divided into a plurality of accommodating cavities by the plurality of partition plates, the drain pipe is arranged in one accommodating cavity positioned at the upper end part of the length direction of the tank body, when sewage is injected into the tank body, the sewage is firstly injected into the accommodating cavity far away from the drain pipe, along with more and more sewage entering the accommodating cavity, the sewage overflows into the next accommodating space, and finally the sewage is discharged through the drain pipe, so that the multi-stage settlement of the sewage is realized;

through highly reducing along the direction that is close to the drain pipe with the polylith division board gradually, can be so that sewage when two adjacent holding chamber flow, the division board blocks the sweeps in sewage, and then reduces the sweeps in the sewage and follows the condition emergence that sewage flows.

Drawings

FIG. 1 is a schematic structural diagram of a sedimentation basin according to an embodiment of the present application;

FIG. 2 is a schematic structural view of a water permeable hole according to an embodiment of the present application.

Description of reference numerals: 100. a tank body; 110. a blow-off pipe; 111. a first control valve; 120. a water inlet pipe; 121. a water inlet hose; 122. a slider; 130. a support frame; 200. a sedimentation component; 210. a partition plate; 211. an accommodating chamber; 212. a sewage collecting hopper; 213. a dirt blocking plate; 214. water permeable holes; 300. a drain pipe; 310. a drain hose; 311. a buoyancy block; 312. connecting sheets; 320. a second control valve.

Detailed Description

The present application is described in further detail below with reference to figures 1-2.

The embodiment of the application discloses sedimentation tank is used in processing of natural rock component.

Referring to fig. 1, a settling basin for natural rock member processing includes a basin body 100, a settling component 200 and a drain pipe 300, the settling component 200 is disposed in the basin body 100, the settling component 200 is used for settling sewage in the basin body 100, the drain pipe 300 is disposed on the basin body 100, the drain pipe 300 is used for discharging settled sewage in the basin body 100, and then the settled sewage in the basin body 100 can be reused, thereby increasing the utilization efficiency of water when the stone material is milled.

Sedimentation component 200 includes polylith division board 210, and polylith division board 210 sets up along the even interval of length direction of cell body 100, and every division board 210 all sets up perpendicularly with the length direction of cell body 100, every division board 210 all with cell body 100 fixed connection, polylith division board 210 divide into a plurality of chambeies 211 that hold with the inner space of cell body 100. In this embodiment, two partition plates 210 are provided, and the two partition plates 210 divide the interior of the tank body 100 into three accommodation cavities 211 along the length direction of the tank body 100. The drain pipe 300 with be located cell body 100 length direction upper end one hold the chamber 211 intercommunication, polylith division board 210 highly along the direction that is close to drain pipe 300 reduces gradually to there is the clearance between the top of every division board 210 and the top of cell body 100, makes then that the volume that three holding chamber 211 can hold sewage in the cell body 100 reduces gradually along the direction that is close to drain pipe 300, and the reduction holds the condition emergence that the sewage in the chamber 211 spills over cell body 100.

The sewage enters the containing cavity 211 far away from the drain pipe 300, and then the sewage is settled in the containing cavity 211, and as more and more sewage enters the containing cavity 211, the sewage passes through the partition plate 210 far away from the drain pipe 300 and enters the next containing cavity 211; the sewage continues to settle after entering the next accommodating cavity 211, along with the increasing amount of sewage entering the next accommodating cavity 211, the sewage passes through the partition plate 210 close to the drain pipe 300 and enters the last accommodating cavity 211, when the sewage flows across the partition plate 210, the partition plate 210 blocks the waste in the sewage, namely, the situation that the waste in the sewage flows along with the sewage is reduced, and the waste in the sewage entering the accommodating cavity 211 where the drain pipe 300 is located after twice settlement is reduced, namely, the waste can be directly utilized.

Referring to fig. 1, in order to facilitate the cleaning of the sweeps that precipitate in holding the chamber 211, the chamber 211 that holds away from the drain pipe 300 is provided with the dirt collection bucket 212, the dirt collection bucket 212 and the inner wall of the tank body 100 and the division plate 210 fixed connection that corresponds, the dirt collection bucket 212 is located the bottom that holds the chamber 211 away from the drain pipe 300, the bottom fixedly connected with blow off pipe 110 of the tank body 100, the bottom intercommunication of blow off pipe 110 and dirt collection bucket 212, the first control valve 111 of fixedly connected with on the blow off pipe 110. Get into and keep away from the sewage that holds in the chamber 211 of drain pipe 300 and subside in holding chamber 211 here, then make the sweeps in the sewage fall into the dirty fill 212 of collection and collect in the dirty fill 212 of collection, use the sedimentation tank after a period, open first control valve 111, the dirty fill 212 of collection passes through blow off pipe 110 and the outside intercommunication of cell body 100, the sweeps of collecting in the dirty fill 212 of collection is discharged through blow off pipe 110, accomplish the clearance to the sweeps in holding chamber 211 promptly, and then reach the effect of being convenient for clear up the sweeps in holding chamber 211.

When annotating sewage in holding chamber 211, the sewage that the back entered into in holding chamber 211 easily produces the impact to the sewage that has deposite in holding chamber 211, influences the efficiency of subsiding of sewage in holding chamber 211 then.

Referring to fig. 1, in order to ensure the settling efficiency of sewage as much as possible, a water inlet pipe 120 is fixedly connected to a tank body 100, the water inlet pipe 120 is located on one side of a partition plate 210 with the highest relative height, which is far away from a drain pipe 300, a water inlet hose 121 is fixedly connected to the water inlet pipe 120, the water inlet hose 121 is communicated with the water inlet pipe 120, the water inlet hose 121 is located in a containing cavity 211 far away from the drain pipe 300, a floating block 122 is fixedly connected to one end of the water inlet hose 121 far away from the water inlet pipe 120, the floating block 122 has buoyancy in sewage, and one end of the water inlet hose 121 far away from the water inlet pipe 120 penetrates through the floating block 122. Along with more and more sewage that is injected into holding chamber 211 far away from drain pipe 300, slider 122 floats on the liquid level of sewage, makes into water hose 121 to keep away from the mouth of pipe of inlet tube 120 and is located the liquid level department of sewage then to the sewage that gets into after the reduction and hold chamber 211 produces the condition emergence of assaulting to the sewage that has deposiing in holding chamber 211, and then guarantees the settlement efficiency of sewage in holding chamber 211 as far as possible.

Referring to fig. 1 and 2, a dirt blocking plate 213 is arranged in the accommodating cavity 211 where the drain pipe 300 is located, the dirt blocking plate 213 is arranged in parallel to the partition plate 210, the partition plate 210 close to the dirt blocking plate 213 is arranged at an interval with the dirt blocking plate 213, the top of the dirt blocking plate 213 is arranged flush with the top of the tank body 100, a gap is left between the bottom of the dirt blocking plate 213 and the bottom of the tank body 100, a plurality of water permeable holes 214 are formed in the dirt blocking plate 213, and the dirt blocking plate 213 is fixedly connected with the tank body 100. The drain pipe 300 is located at a side of the dirt blocking plate 213 facing away from the partition plate 210. A drain hose 310 is arranged on one side of the sewage blocking plate 213, which is far away from the partition plate 210, and a buoyancy block 311 is arranged at one end of the drain pipe 300, and the buoyancy block 311 has buoyancy when being in sewage. The drainage hose 310 is located at the bottom of the buoyancy block 311, a gap for sewage to enter is reserved between the buoyancy block 311 and the pipe opening of the drainage hose 310, the bottom of the buoyancy block 311 is fixedly connected with a plurality of connecting pieces 312, and the connecting pieces 312 are fixedly connected with the drainage hose 310. One end of the drain hose 310, which is far away from the buoyancy block 311, is communicated with the drain pipe 300, the drain pipe 300 is fixedly connected to the bottom of the tank body 100, and the drain pipe 300 is fixedly connected with the second control valve 320.

When sewage exists in the accommodating cavity 211 where the drain pipe 300 is located, the buoyancy block 311 floats on the liquid level of the sewage, and at this time, the pipe orifice of the end, away from the drain pipe 300, of the drain hose 310 is located in the sewage, so that the sewage enters the drain hose 310 and finally enters the drain pipe 300, the second control valve 320 is opened, and the sewage is discharged through the drain pipe 300, and finally the sewage is recycled.

The bottom of the tank body 100 is fixedly connected with the supporting frame 130, so that when the tank body 100 is placed on the ground, a space for accommodating the drainage pipe 300 and the sewage discharge pipe 110 is reserved between the bottom of the tank body 100 and the ground, and the situations that the drainage pipe 300 and the sewage discharge pipe 110 are pressed by the tank body 100 are reduced.

The implementation principle of the sedimentation tank for processing the natural rock component in the embodiment of the application is as follows: when using the sedimentation basin, with the water of stone material upflow and downflow let in inlet tube 120, make sewage then through inlet tube 120 get into in the hose 121 that intakes and finally get into the chamber 211 that holds of keeping away from blow off pipe 110, sewage subsides in holding the chamber 211. Along with getting into and holding the sewage in the chamber 211 more and more, keep away from the water entering next that holds in the chamber 211 that holds of drain pipe 300 and further subside in next holding chamber 211, along with getting into the sewage that next holds in the chamber 211 and constantly increasing, the sewage that next holds in the chamber 211 gets into the chamber 211 that holds that drain pipe 300 belonged to, finally the sewage in the cell body 100 is through drainage hose 310 and drain pipe 300 discharge cell body 100 and reuse, and then improved the utilization efficiency of processing water when milling the stone material.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a sedimentation tank is used in processing of natural rock component which characterized in that: the sewage treatment device comprises a pool body (100), a sedimentation component (200) arranged in the pool body (100) and a drain pipe (300) arranged on the pool body (100), wherein the sedimentation component (200) is used for settling sewage entering the pool body (100), and the drain pipe (300) is used for discharging the settled sewage in the pool body (100).

2. The settling pond for natural rock component processing according to claim 1, wherein: sedimentation subassembly (200) include polylith division board (210), polylith division board (210) all fixed connection in the inside of cell body (100), polylith division board (210) are followed the length direction of cell body (100) will cell body (100) inside is divided into a plurality of chambeies (211) that hold, drain pipe (300) with one of cell body (100) length direction tip holds chamber (211) intercommunication.

3. The settling pond for natural rock component processing according to claim 2, wherein: the heights of the plurality of partition plates (210) are gradually reduced in a direction approaching the drain pipe (300).

4. The settling pond for natural rock component processing according to claim 2, wherein: the drain pipe (300) is located fixedly connected with dirt blocking plate (213) in the accommodating cavity (211), a gap is reserved between the bottom of the dirt blocking plate (213) and the bottom of the tank body (100), and the drain pipe (300) is located on one side, deviating from the partition plate (210), of the dirt blocking plate (213).

5. The settling pond for natural rock component processing according to claim 4, wherein: the dirt blocking plate (213) is provided with a plurality of water permeable holes (214).

6. The settling pond for natural rock component processing according to claim 1, wherein: the drainage pipe (300) is fixedly connected to the bottom of the tank body (100), a drainage hose (310) communicated with the drainage pipe (300) is arranged in the tank body (100), a buoyancy block (311) is arranged on the drainage hose (310), and a gap is reserved between the buoyancy block (311) and the pipe orifice of the drainage hose (310).

7. The settling pond for natural rock component processing according to claim 2, wherein: keep away from drain pipe (300) hold and be provided with collection dirty fill (212) in chamber (211), collection dirty fill (212) with cell body (100) and corresponding division board (210) fixed connection, the bottom fixedly connected with blow off pipe (110) of cell body (100), be provided with first control valve (111) on blow off pipe (110), blow off pipe (110) with collection dirty fill (212) intercommunication.

8. The settling pond for natural rock component processing according to claim 2, wherein: a water inlet hose (121) is arranged in the accommodating cavity (211) far away from the water outlet pipe (300), a floating block (122) is arranged at one end of the water inlet hose (121), and one end of the water inlet hose (121) penetrates through the floating block (122).

9. The settling pond for natural rock component processing according to claim 8, wherein: one end, far away from the floating block (122), of the water inlet hose (121) is fixedly connected with the tank body (100), a water inlet pipe (120) is fixedly connected to the tank body (100), and the water inlet pipe (120) is communicated with the water inlet hose (121).