CN213285767U - Integral type graded fire-fighting sedimentation tank - Google Patents
Integral type graded fire-fighting sedimentation tank Download PDFInfo
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- CN213285767U CN213285767U CN202022113161.5U CN202022113161U CN213285767U CN 213285767 U CN213285767 U CN 213285767U CN 202022113161 U CN202022113161 U CN 202022113161U CN 213285767 U CN213285767 U CN 213285767U
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Abstract
The utility model relates to an integral hierarchical fire control sedimentation tank, including the cell body, fixedly connected with a plurality of evenly distributed's cross slab on the inside wall of cell body, the cross slab closely cooperates on the inner wall of cell body, has seted up the delivery port on the cell body wall that is close to the cross slab top surface, has seted up the water inlet on the cell body wall that the delivery port below is close to the cross slab bottom surface, a plurality of guiding gutter of fixedly connected with on the lateral wall of cell body, the guiding gutter switches on water inlet and delivery port. This application has the area of practicing thrift the fire control sedimentation tank, the effect of being convenient for remove and place.
Description
Technical Field
The application relates to the field of building construction, in particular to an integral type precipitation fire pool.
Background
Along with the continuous development of the building industry, the green civilized construction of job site has received the high attention of society, can produce a large amount of waste water for building sewage in the in-process of building construction, and direct discharge can cause great pollution to the environment, so need handle sewage before sewage discharges, and the sewage sedimentation tank often needs to be used to the sewage treatment in-process.
The sewage sedimentation tank is a structure for removing suspended matters in water by applying sedimentation and is equipment for purifying water. The suspended substances in the water are removed by utilizing the natural sedimentation or coagulating sedimentation of the water. The settling effect is determined by the flow rate of the water in the settling tank and the residence time of the water in the tank.
At present, a sedimentation tank used in a construction site is generally a horizontal flow type grading sedimentation tank, sewage is guided into a water tank and then is naturally precipitated in a grading manner, and the sewage is taken or discharged after precipitation is finished.
Aiming at the related technologies, the inventor thinks that the defects of large floor area, inconvenient placement and use, large volume of the horizontal flow type grading sedimentation tank and complicated disassembly and assembly of the sedimentation tank are existed because a construction site often faces the conditions of completion or discharge site change and the like.
SUMMERY OF THE UTILITY MODEL
In order to practice thrift the area of fire control sedimentation tank, be convenient for remove and place, this application provides an integral hierarchical fire control sedimentation tank.
The application provides a pair of integral hierarchical fire control sedimentation tank adopts following technical scheme:
the utility model provides an integral hierarchical fire control sedimentation tank, includes the cell body, fixedly connected with a plurality of evenly distributed's cross slab on the inside wall of cell body, the cross slab closely cooperates on the inner wall of cell body, is close to seted up the delivery port on the cell body wall of cross slab top surface, the delivery port below has been close to and has seted up the water inlet on the cell body wall of cross slab bottom surface, a plurality of guiding gutter of fixedly connected with on the lateral wall of cell body, the guiding gutter switches on water inlet and delivery port.
Through adopting above-mentioned technical scheme, separate into the sedimentation tank of a plurality of vertical distribution by a plurality of cross slab with a cell body, and by the guiding gutter intercommunication, the effect of multistage sedimentation has been guaranteed, the area of a plurality of sedimentation tanks has been overlapped, and then the total area of occupation of sedimentation tank has been reduced, the staff of being convenient for removes and places, simultaneously because vertical setting between the upper and lower two-stage sedimentation tank, make sewage in the sedimentation tank can transmit by oneself under the action of gravity, need not to install the conveyor of sewage in addition, the structure of sedimentation tank has been simplified, the manufacturing cost of sedimentation tank has been practiced thrift, sampling guiding gutter intercommunication water inlet and delivery port, flow when having increaseed the sewage circulation, sewage treatment's efficiency has been improved, the structural strength of cell body has been strengthened to the guiding gutter that sets up at the cell body outer wall simultaneously, the life of cell body has been prolonged.
Preferably, a valve plate is arranged on the water outlet, a float switch is arranged in the tank body, and the valve plate is controlled by the float switch.
Through adopting above-mentioned technical scheme, by the water level control valve plate in the float switch according to the sedimentation tank, be convenient for when sewage is less in the sedimentation tank the time out of service, make sewage carry out the sedimentation effect that lasts stable, and discharge sewage when sewage is more in the sedimentation tank and deposit respectively in next stage sedimentation tank, share the load of last one-level sedimentation tank.
Preferably, an overflow groove fixedly connected to the diaphragm is arranged outside the water outlet.
Through adopting above-mentioned technical scheme, adopt the overflow launder to cushion and slow down from the rivers of last one-level sedimentation tank flow direction next stage sedimentation tank, reduced because of the rivers velocity of flow is too fast to form the torrent in the sedimentation tank, make the possibility that the precipitate was raised, guaranteed the sedimentation effect of sedimentation tank.
Preferably, a flow baffle is fixedly connected to the inner side wall of the tank body close to the water inlet.
Through adopting above-mentioned technical scheme, slow down and guide the last one-level exhaust sewage that flows in from the water inlet for sewage is vertical to fall into the sedimentation tank, reduces the sewage and flows the possibility that leads to sediment in the sedimentation tank to be raised, has improved the stability of sedimentation tank, has improved precipitation efficiency.
Preferably, a drain outlet is formed in a side wall, far away from the diversion trench, of the pool body, a settling tank plate is inserted into the drain outlet, and the bottom of a water outlet is abutted to one end, far away from the drain outlet, of the settling tank plate.
Through adopting above-mentioned technical scheme, the precipitation frid is collected the precipitate, and the staff extracts the precipitation frid from the drain and can discharge and clear up the precipitate, need not to open the sedimentation tank, has simplified the clearance step of sedimentation tank, has improved the convenience of using.
Preferably, the precipitation tank plate comprises a bottom plate and a side plate extending out of the sewage draining outlet, and the bottom plate of the precipitation tank plate is fixedly connected with a plurality of inclined plates which are uniformly distributed.
Through adopting above-mentioned technical scheme, the swash plate that the cockscomb structure distributes has accelerated the settlement rate of precipitate in the sewage, has improved the sewage treatment efficiency of sedimentation tank, and the swash plate drives the precipitate and discharges when being convenient for the staff takes out the sedimentation tank board simultaneously, has improved the discharge efficiency of precipitate.
Preferably, a sealing plate is arranged between the sewage draining outlet and the side plate, and the sealing plate and the side plate can be detachably connected to the outer side wall of the pool body.
Through adopting above-mentioned technical scheme, the leakproofness of drain has been guaranteed to the closing plate, has avoided having sewage to leak in the sedimentation tank and has leaded to the construction environment to receive the pollution, has guaranteed construction environment's cleanness, and detachable closing plate is convenient for the staff and takes out the precipitation frid through the drain, has avoided the opening too little to lead to the precipitate to be difficult to discharge.
Preferably, two pull grooves are formed in one side wall of the side plate, which is far away from the bottom plate.
Through adopting above-mentioned technical scheme, the staff of being convenient for takes out the precipitation tank board, has improved staff's use and has experienced.
Preferably, an observation window is arranged on the outer side wall of the tank body close to the top surface of the transverse partition plate, and the observation window is waist-shaped and is vertically arranged.
Through adopting above-mentioned technical scheme, the staff of being convenient for observes the accumulation volume of precipitate in the sedimentation tank, and the staff of being convenient for carries out timely clearance to the precipitate, has avoided the precipitate to pile up and has leaded to the guiding gutter to block up or occupy the accommodation space of sewage etc. and has appeared, has guaranteed the sewage treatment efficiency of sedimentation tank, and the observation window of the vertical setting of waist shape is convenient for the staff and runs through the thickness of precipitate, has improved the efficiency of observing the sedimentation tank.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the transverse partition plate partitions the tank body, so that the effect of multi-stage sedimentation is realized, and meanwhile, the occupied areas of a plurality of sedimentation tanks are overlapped, so that the total occupied area of the sedimentation tanks is reduced, the sedimentation tanks are convenient to move and place, and the use flexibility is improved;
2. the drawable sedimentation tank plate is convenient for workers to discharge and clean sediments, and the sewage treatment efficiency of the sedimentation tank is improved;
3. the overflow groove arranged outside the water outlet and the flow baffle arranged at the water inlet slow down the impact formed by water flow in the discharging process, reduce the possibility that the precipitate is lifted by the rapid water flow, and ensure the precipitation effect.
Drawings
FIG. 1 is a schematic view of the overall structure of an integral graded fire-fighting sedimentation tank of the present application;
FIG. 2 is a cross-sectional view of an integrated staged fire fighting settling tank of the present application;
fig. 3 is an enlarged view at a in the drawing.
Description of reference numerals: 1. a tank body; 2. a diaphragm plate; 3. a water outlet; 4. a water inlet; 5. a diversion trench; 6. a valve plate; 7. a float switch; 8. a settling tank plate; 81. a side plate; 82. a base plate; 83. a sloping plate; 84. groove drawing; 9. a flow baffle plate; 10. a sewage draining outlet; 11. an overflow trough; 12. a sealing plate; 13. an observation window; 14. a water inlet pipe; 15. and (4) draining the water valve.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses integral hierarchical fire control sedimentation tank. Referring to fig. 1 and 2, an integral hierarchical fire control sedimentation tank includes cell body 1, two cross slab 2 of fixedly connected with on the inside wall of cell body 1, and two cross slab 2 cut off cell body 1 inside and divide into the sedimentation tank that three size is the same, and the top intercommunication of cell body 1 has delivery port 3, installs drain valve 15 on the lateral wall of cell body 1 bottom. Separate into three-layer tertiary sedimentation tank with cell body 1 through diaphragm 2, when having guaranteed to carry out sedimentation treatment to sewage, sewage can carry out the multistage filtration of multilayer.
Referring to fig. 2 and 3, a water outlet 3 is formed in the side wall of the tank body 1 close to the top surface of the diaphragm plate 2, a valve plate 6 for controlling the flow rate of water flowing out of the water outlet 3 is hinged to the top edge of the water outlet 3, and a float switch 7 is fixedly connected to one end, far away from the top edge of the water outlet 3, of the valve plate 6. When the water level rises, the float switch 7 rises along with the water level and pulls the valve plate 6 to open, so that the flow area of water flow is enlarged, the discharge speed of sewage is increased, the sewage can enter a next-stage sedimentation tank for sedimentation treatment, and the sewage treatment efficiency of the sedimentation tank is improved; when the water level descends, the float switch 7 descends to enable the valve plate 6 to fall, the flow area of the water outlet 3 is reduced, sewage can be in a stable outage state and can be subjected to a relatively static sedimentation effect, and the quality of sewage treatment is improved.
Referring to fig. 2, water inlet 4 has been seted up on the lateral wall of cell body 1 that is close to 2 bottom surfaces of cross slab, fixedly connected with is used for communicateing delivery port 3 and water inlet 4's guiding gutter 5 on cell body 1's the lateral wall, delivery port 3 is equipped with fixed connection overflow launder 11 on cross slab 2 outward, through set up overflow launder 11 at delivery port 3, the rivers that flow out the sedimentation tank carry out the baffling, make rivers obtain slowing down and buffering, it forms the torrent to have reduced in the sedimentation tank, lead to the precipitate to raise, make the rivers that deposit the completion muddy possibility again, the effect of sediment purification is played to the sewage that flows to next stage to last one-level sedimentation tank has been guaranteed, and then the purification treatment effect after the sewage process multistage sediment.
Referring to fig. 2, the flow baffle plate 9 fixedly connected to the bottom surface of the diaphragm plate 2 is arranged in the water inlet 4, the bottom surface of the flow baffle plate 9 is lower than the bottom surface of the water inlet 4, water flow discharged from the upper-stage sedimentation tank is buffered and guided by the flow baffle plate 9 after entering the water inlet 4 through the flow guide groove 5, is decelerated and falls along the vertical direction, precipitates in the sedimentation tank are prevented from being impacted by the water flow due to the overlarge water flow of the water inlet 4, and the sewage treatment effect of the sedimentation tank is improved.
Referring to fig. 2, a sewage draining outlet 10 is arranged on the side wall of the tank body 1 above one end of the transverse clapboard 2 far away from the water outlet 3, a settling tank plate 8 is inserted in the sewage draining outlet 10, the settling tank plate 8 comprises a side plate 81 for fixing the settling tank plate on the sewage draining outlet 10 and a bottom plate 82 for accumulating sediments, two pull grooves 84 for applying tension to the side plate 81 are arranged on one side wall of the side plate 81 far away from the bottom plate 82, the settling tank plate 8 inserted in the sewage draining outlet 10 is convenient for workers to pull out the pull grooves to clear sediments, the step of flushing and cleaning the inside of the settling tank is replaced, the cost and material resources of manual cleaning are saved, a plurality of inclined plates 83 which are arranged in a staggered mode are uniformly distributed on the bottom plate 82, the inclined plates 83 are combined to form, the limit the horizontal movement of zigzag sundries floating in the sewage, guide the sundries to settle downwards, and accelerate the settling rate of the, the sewage treatment rate of the sedimentation tank is improved, and meanwhile, when the sediment is pumped out of the sedimentation tank, the inclined plate 83 has a certain fixing effect on the sediment, so that the possibility that the sediment slides on the bottom plate 82 and falls into the sedimentation tank is reduced; the drain 10 is connected with the closing plate 12 through the screw is dismantled outward, and the leakproofness of drain 10 has been guaranteed to closing plate 12, has avoided sewage to leak out from drain 10, has improved the security of sedimentation tank, is convenient for simultaneously take the precipitation tank board 8 out, pull down closing plate 12, for the emission headspace of precipitate.
Referring to fig. 2, all install observation window 13 on 2 tops of each diaphragm plate near the 1 lateral wall of cell body of delivery port 3 department, observation window 13 sets up to waist shape window and sets up along vertical direction, and the staff of being convenient for observes the inside condition of sedimentation tank, and the staff of being convenient for in time knows the condition of piling up of precipitate in the sedimentation tank, and the staff of being convenient for carries out timely maintenance and clearance to the sedimentation tank, has guaranteed the precipitation efficiency of sedimentation tank.
The implementation principle of the integral graded fire-fighting sedimentation tank in the embodiment of the application is as follows: when sewage needs to be treated during construction, the sewage is discharged into the tank body 1 through the water inlet pipe 14, the sewage is separated by the transverse partition plate 2 and is collected in the sedimentation tank at the uppermost stage, the floating ball of the floating ball switch 7 floats on the water surface, the valve plate 6 droops to enable the sewage to not pass through the water outlet 3, the sewage keeps being settled in a relative stop state, and sediments rapidly fall down under the action of the inclined plate 83 and are collected on the bottom plate 82.
When the water level of sewage rises, the floating ball rises to pull the valve plate 6 to open, so that the sewage is discharged from the water outlet 3, the sewage enters the water inlet 4 of the next-stage sedimentation tank through the diversion trench 5, the overflow groove 11 and the flow baffle plate 9 decelerate and buffer in the flowing process of the sewage, the sewage and the water flowing up and down are relatively stable, the possibility of lifting sediment is reduced, and the sewage treatment effect is ensured. The water flow is discharged through the water discharge valve 15 after the sedimentation treatment of the three sedimentation tanks.
After the sedimentation tank is finished sewage treatment, the pull groove 84 on the side plate 81 pulls the sedimentation tank plate 8, the sealing plate 12 is detached, the bottom plate 82 of the sedimentation tank plate 8 is taken out from the sewage outlet 10, the sediments gathered on the bottom plate 82 are cleaned, the step of cleaning the bottom of the sedimentation tank is saved, and the use convenience of workers is improved. After cleaning, the sedimentation tank plate 8 is inserted into the pool body 1 through the sewage discharge outlet 10, and the sealing plate 12 is fixed through screws to realize sealing.
When the sedimentation tank needs to be moved, the sedimentation tank is designed in an integral manner, so that the sedimentation tank does not need to be disassembled and installed, can be directly moved, and is arranged in a vertical direction in a grading manner, so that the occupied area is saved. 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 (9)
1. The utility model provides an integral hierarchical fire control sedimentation tank which characterized in that: including cell body (1), fixedly connected with a plurality of evenly distributed's cross slab (2) on the inside wall of cell body (1), cross slab (2) closely cooperate on the inner wall of cell body (1), are close to delivery port (3) have been seted up on cell body (1) wall of cross slab (2) top surface, water inlet (4) have been seted up on cell body (1) wall that delivery port (3) below is close to cross slab (2) bottom surface, a plurality of guiding gutter (5) of fixedly connected with on the lateral wall of cell body (1), guiding gutter (5) switch on water inlet (4) and delivery port (3).
2. An integral graded fire fighting settling pond as defined in claim 1, wherein: the water outlet (3) is hinged with a valve plate (6), a float switch (7) is arranged in the pool body (1), and the valve plate (6) is controlled by the float switch (7).
3. An integral graded fire fighting settling pond as defined in claim 1, wherein: an overflow groove (11) fixedly connected to the diaphragm plate (2) is arranged outside the water outlet (3).
4. An integral graded fire fighting settling pond as defined in claim 1, wherein: a flow baffle plate (9) is fixedly connected to the inner side wall of the tank body (1) close to the water inlet (4).
5. An integral graded fire fighting settling pond as defined in claim 1, wherein: the utility model discloses a sewage treatment device, including cell body (1), guiding gutter (5) are kept away from in cell body (1) and the bottom of outlet (3) is contradicted to the one end that guiding gutter (5) were kept away from in cell body (10) has seted up drain (10), drain (10) interpolation is equipped with precipitation frid (8), precipitation frid (8) are kept away from drain (10).
6. An integral graded fire fighting settling pond according to claim 5, wherein: the sedimentation tank plate (8) comprises a bottom plate (82) and a side plate (81) extending out of the sewage outlet (10), and a plurality of uniformly distributed inclined plates (83) are fixedly connected to the bottom plate (82) of the sedimentation tank plate (8).
7. An integral graded fire fighting settling pond according to claim 6, wherein: a sealing plate (12) is arranged between the sewage draining outlet (10) and the side plate (81), and the sealing plate (12) and the side plate (81) can be detachably connected to the outer side wall of the pool body (1).
8. An integral graded fire fighting settling pond as defined in claim 7, wherein: two pull grooves (84) are formed in one side wall, far away from the bottom plate (82), of the side plate (81).
9. An integral graded fire fighting settling pond as defined in claim 1, wherein: be close to install observation window (13) on cell body (1) lateral wall of diaphragm (2) top surface, observation window (13) are waist shape and vertical setting.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202022113161.5U CN213285767U (en) | 2020-09-23 | 2020-09-23 | Integral type graded fire-fighting sedimentation tank |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202022113161.5U CN213285767U (en) | 2020-09-23 | 2020-09-23 | Integral type graded fire-fighting sedimentation tank |
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| CN213285767U true CN213285767U (en) | 2021-05-28 |
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| CN202022113161.5U Active CN213285767U (en) | 2020-09-23 | 2020-09-23 | Integral type graded fire-fighting sedimentation tank |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113680136A (en) * | 2021-10-26 | 2021-11-23 | 新沂市锡沂高新材料产业技术研究院有限公司 | Hierarchical overflow subsides device |
| CN114028864A (en) * | 2021-11-17 | 2022-02-11 | 中冶长天国际工程有限责任公司 | High-salt solid waste integrated washing equipment and control method thereof |
-
2020
- 2020-09-23 CN CN202022113161.5U patent/CN213285767U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113680136A (en) * | 2021-10-26 | 2021-11-23 | 新沂市锡沂高新材料产业技术研究院有限公司 | Hierarchical overflow subsides device |
| CN113680136B (en) * | 2021-10-26 | 2022-04-01 | 新沂市锡沂高新材料产业技术研究院有限公司 | Hierarchical overflow subsides device |
| CN114028864A (en) * | 2021-11-17 | 2022-02-11 | 中冶长天国际工程有限责任公司 | High-salt solid waste integrated washing equipment and control method thereof |
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