CN112177142B - Municipal administration prevents stifled well lid - Google Patents
Municipal administration prevents stifled well lid Download PDFInfo
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- CN112177142B CN112177142B CN202011003253.6A CN202011003253A CN112177142B CN 112177142 B CN112177142 B CN 112177142B CN 202011003253 A CN202011003253 A CN 202011003253A CN 112177142 B CN112177142 B CN 112177142B
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/20—Siphon pipes or inverted siphons
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
- Jet Pumps And Other Pumps (AREA)
Abstract
The invention relates to a municipal anti-blocking well lid which comprises a No. 1 water through hole, a movable barrier, a rotating shaft, a rotating blade, a rotating turbine, a stainless steel support column, a chain, a gear, a driving wheel, a siphon pipeline, a floating ball, a No. 3 water through hole, a No. 2 water through hole, a No. 1 pool, a No. 2 pool, a No. 4 water through hole and a rainwater discharge pipe. The invention has simple structure, can effectively prevent sundries from blocking the water outlet, fully utilizes water flow power, has strong drainage capability, ensures that the sundries at the water inlet are discharged by the power generated by natural flowing of rainwater gravity, does not need special personnel to be responsible for cleaning, reduces manpower resource cost, and has wide application prospect in areas with abundant rainfall such as Guangdong, chongqing, wuhan and the like.
Description
Technical Field
The invention relates to the technical field of municipal engineering well lid equipment, in particular to a municipal anti-blocking well lid.
Background
The sewer well cover, commonly called a water grate, is a well cover of the catch basin at two sides of the road. The sewer manhole cover is a device for guiding rainwater into a rainwater well, and has the functions of preventing sundries from entering a sewer and preventing pedestrians and vehicles from falling into the rainwater well.
The invention relates to a novel sewer well cover device which comprises a well cover outer portion and a well cover inner portion through searching of the prior patent number 201810561607.5, wherein the well cover is cylindrical, and the outside of the well cover protrudes out of the ground to have a certain height. The outer side surface of the well cover is cylindrical, and an isolation net and a triangular fixing bolt are arranged at the junction between the cylindrical lower part and the ground to protect the part protruding out of the ground. The well lid is inside to set up the isolation net, and the isolation net below sets up the water conservancy and rotates the turbine, and the isolation net top sets up the clearance brush. The cleaning brush and the hydraulic rotating turbine are fixedly connected, and are movably arranged at the middle position of the isolating net through the bearing, so that the cleaning brush is conveniently driven to rotate on the isolating net through the rotating effect of the rotating turbine. But because its well lid stands out ground, need set up the warning sign and avoid the pedestrian to appear the accident, and influence traffic to a certain extent.
The invention relates to a novel municipal anti-blocking well lid device through retrieving the prior patent number 201820097728.4, which comprises well lid water holes and cleaning grooves, wherein the overall design of the well lid is provided with a certain inclination, the cleaning grooves are lower in position, a plurality of water holes are arranged to guide water above the well lid into the cleaning grooves, cleaning needles are arranged in the cleaning grooves, gears are arranged at the tail ends of the rotating shafts of the cleaning needles in the cleaning grooves in series through rotating shafts, springs are supported below rack racks on the gears, the racks can be guaranteed to return, protrusions are arranged above the racks, and the cleaning needles can be driven to rotate by pedal protrusions so as to clean plugs in the cleaning grooves. However, the device needs to be manually trampled and cannot be used under the condition that the plugs are more in heavy rain, and in order to ensure that the rotating angle racks of the cleaning needles are required to be lengthened, so that the whole well cover can become thick, and the economic effect is poor.
Therefore, the municipal anti-blocking well lid is urgently needed to be provided, so that accumulated water on the road surface can be timely and efficiently discharged, and the well lid is prevented from being blocked by sundries.
Disclosure of Invention
The invention aims at: overcomes the defects and the shortcomings of the prior art, provides a municipal anti-blocking well lid, fully utilizes water flow power, has strong drainage capacity, can effectively prevent sundries from blocking the well lid, avoids the problem of blocking the municipal well lid, and reduces human resource cost.
The invention solves the technical problems by the following scheme: comprising the following steps: no. 1 water through hole, movable barrier, axis of rotation, rotary blade, rotatory turbine, stainless steel pillar, chain, gear, drive wheel, siphon pipeline, floater, no. 3 water through hole, no. 2 water through hole, no. 1 pond, no. 2 pond, no. 4 water through hole, rainwater discharge pipe. When the rainfall is smaller, the movable barrier is closed, and rainwater enters the No. 1 pool from the No. 2 water through hole. When the rainwater reaches the highest point in the siphon pipeline in the No. 1 pool, the rainwater in the No. 1 pool is discharged from the No. 4 water through hole by utilizing the siphon action principle. Along with the rainwater volume in the No. 1 pond gathers gradually, when rainwater volume exceeded the height of No. 3 limbers, the rainwater just discharges from No. 3 limbers and No. 4 limbers simultaneously. When the rainfall is large, the liquid level is continuously increased, and when the liquid level exceeds the top end of the No. 3 water through hole for a long time, the floating ball liquid level in the No. 1 pool exceeds a certain limit value, and then the movable barrier on the No. 2 pool is driven to be opened. Rainwater flows into the No. 1 pool and the No. 2 pool simultaneously, and finally is discharged to a municipal rainwater pipe network through a rainwater discharge pipe. In the operation process, the rotary turbine rotates directionally under the action of gravity of rainwater, power generated by the rotary turbine is transmitted to the rotating shaft, the rotating shaft drives the gear to drive, the gears are connected through the chain, and the power is transmitted through the driving wheel to drive the rotary blades at the water through holes No. 1 and No. 2. Cutting the blocking objects gathered at the rain inlet by a high-speed rotary blade, smashing the blocking objects, and enabling the blocking objects to flow into a No. 2 pool and a No. 1 pool along with rainwater through a No. 1 water through hole and a No. 2 water through hole.
The No. 1 water through hole 1 is in the form of a flat grate type gully and is paved along the road edge.
The movable barrier 2 is horizontally laid in the No. 1 water hole, a plurality of rotary blades are connected in series with a rotating shaft below the No. 1 water hole of the movable barrier, and the opening and closing of the movable barrier are determined by the level of the floating ball in the No. 1 pool. When the rainfall is less, the movable barrier is closed, and when the rainfall is greater, the liquid level exceeds the top end of the No. 3 water through hole for a long time, the movable barrier is opened.
The rotating shaft 3 is made of stainless steel, is fixedly arranged at two ends of the No. 2 pool, and is driven to rotate under the action of gravity when rainwater flows in from the No. 1 water through hole.
The rotary blades 4 are made of stainless steel, are arranged at certain intervals, are fixedly connected with the rotating shaft and can coaxially rotate, and the rotary blades have the function of cutting the plugs gathered at the rain inlet through the high-speed rotary blades, and respectively flow into the No. 2 pool and the No. 1 pool along with rainwater through the No. 1 water through holes and the No. 2 water through holes after crushing the plugs.
The rotary turbine 5 is made of stainless steel, and directionally rotates under the action of gravity of rainwater and drives a gear to drive.
The stainless steel struts 6 function to support the rotating turbine.
The chain 7 is made of stainless steel, and transmits power generated by the rotary turbine to the rotating shaft, and the rotating blades at the water holes 1 and 2 are driven to rotate through the rotating shaft.
The gear 8 is made of stainless steel, is fixedly arranged below the rotary turbine and coaxially rotates with the rotary turbine.
The driving wheel 9 is made of stainless steel and is fixedly arranged on the No. 1 pool and the No. 2 pool, and the driving wheel is used for fixing a chain and transmitting power.
The siphon pipeline 10 is in an inverted U shape, and when the rainwater reaches the highest point in the siphon pipeline in the No. 1 pool, the rainwater in the No. 1 pool is discharged from the No. 4 water through hole by utilizing the siphon action principle. The water storage in the siphon pipeline can play deodorant purpose to a certain extent, and No. 1 pond is collected little rainwater and is No. 2 pond drainage sharing drainage pressure.
The floating ball 11 is a stainless steel liquid level meter and is arranged in the No. 1 pool, and one end of the floating ball is connected with the movable barrier.
The No. 3 water through holes 12 are used for discharging rainwater from the No. 3 water through holes and the No. 4 water through holes simultaneously when the rainwater amount in the No. 1 pool is accumulated and exceeds the height of the No. 3 water through holes.
The No. 2 water through hole 13 is in the form of a vertical grate type water inlet and is paved along the road edge. When the rainfall is less, the rainwater flows into the No. 1 pool from the No. 2 water through hole.
The pool number 1 14 is in the form of reinforced concrete or masonry.
The No. 2 pool 15 is in the form of reinforced concrete or brickwork.
The No. 4 water through hole 16 is arranged at the junction of the No. 1 pool and the No. 2 pool and is at a certain height from the pool bottom.
The rainwater discharge pipe 17 is provided with a No. 2 pool bottom, and the collected rainwater is finally discharged to a municipal rainwater pipe network through the rainwater discharge pipe.
The beneficial effects of the invention are as follows:
the invention has simple structure, can effectively prevent sundries from blocking the water outlet, fully utilizes water flow power and has strong water discharging capability.
The rainwater inlet sundries are discharged by the power generated by natural flowing of the gravity of the rainwater, special persons are not required to be responsible for cleaning, and the manpower resource cost is reduced.
The invention has wide application prospect in areas with abundant rainfall such as Guangdong, chongqing, wuhan and the like.
Drawings
The invention will be further described with reference to the drawings and examples.
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a schematic top view of the present invention;
FIG. 3 is a schematic diagram of the operation of the present invention when the rain is low;
FIG. 4 is a schematic diagram of the operation of the present invention when the rainfall is high.
In the figure: a water hole 1-1; 2-a movable barrier; 3-rotating shaft; 4-rotating the blade; 5-rotating a turbine; 6-stainless steel struts; 7-a chain; 8-gear; 9-a driving wheel; 10-siphon pipes; 11-floating ball; a water hole 12-3; a water hole 13-2; pool No. 14-1; pool No. 15-2; water holes 16-4; 17-rainwater drainage pipe.
Detailed Description
The present invention will be described in detail with reference to fig. 1, 2, 3, and 4.
As shown in fig. 1, 2, 3 and 4, the municipal anti-blocking well lid comprises a No. 1 water through hole 1, a movable barrier 2, a rotating shaft 3, a rotating blade 4, a rotating turbine 5, a stainless steel support column 6, a chain 7, a gear 8, a driving wheel 9, a siphon pipeline 10, a floating ball 11, a No. 3 water through hole 12, a No. 2 water through hole 13, a No. 1 pool 14, a No. 2 pool 15, a No. 4 water through hole 16 and a rainwater discharge pipe 17. When the rainfall is small, the movable barrier 2 is closed, and rainwater enters the No. 1 pool 14 from the No. 2 water through hole 13. When the rainwater reaches the highest point in the siphon pipeline 10 in the No. 1 pool 14, the rainwater in the No. 1 pool 14 is discharged from the No. 4 water through hole 16 by utilizing the siphon action principle. As the amount of rainwater in the No. 1 pool 14 gradually gathers, when the amount of rainwater exceeds the height of the No. 3 water through holes 12, the rainwater is discharged from the No. 3 water through holes 12 and the No. 4 water through holes 16 at the same time. When the rainfall is large, the liquid level is continuously increased, and when the liquid level exceeds the top end of the No. 3 water through hole 12 for a long time, the floating ball 11 in the No. 1 pool 14 drives the movable barrier 2 on the No. 2 pool 15 to open after the liquid level exceeds a certain limit value. Rainwater flows into the No. 1 pool 14 and the No. 2 pool 15 simultaneously, and finally is discharged to a municipal rainwater pipe network through a rainwater discharge pipe 17. In the operation process, the rotary turbine 5 directionally rotates under the action of the gravity of rainwater, power generated by the rotary turbine 5 is transmitted to the rotary shaft 3, the rotary shaft 3 drives the gear 8 to drive, the gear 8 is connected through the chain 7, and the power is transmitted through the driving wheel 9 to drive the rotary blades 4 at the positions of the water through holes 1 and 13 of the No. 1 and 2. Cutting the blocking objects gathered at the rain inlet by a high-speed rotary blade 4, crushing the blocking objects, and respectively flowing into a No. 2 pool 15 and a No. 1 pool 14 along with the rain water through a No. 1 water through hole 1 and a No. 2 water through hole 13.
In this embodiment, the water hole 1 is in the form of a flat grate type gully, and is laid along the road edge.
In this embodiment, the movable barrier 2 is horizontally laid in the water hole 1 No. 1, and a plurality of rotary blades 4 are connected in series with a rotating shaft 3 under the water hole 1 No. 1 of the movable barrier 2, and the opening and closing of the movable barrier 2 is determined by the level of the floating ball 11 in the pool 14 No. 1. When the rainfall is small, the movable barrier 2 is closed, and when the liquid level exceeds the top end of the No. 3 water through hole 12 for a long time when the rainfall is large, the movable barrier 2 is opened.
In this embodiment, the rotating shaft 3 is made of stainless steel, and is fixedly installed at two ends of the No. 2 pool 15, and when rainwater flows in from the No. 1 water through hole 1, the rotating shaft 3 is driven to rotate under the action of gravity.
In this embodiment, the rotating blades 4 are made of stainless steel, the rotating blades 4 are arranged at a certain interval, the rotating blades 4 are fixedly connected with the rotating shaft 3 and can coaxially rotate, and the rotating blades have the function of cutting the plugs gathered at the gully through the high-speed rotating blades 4, and the plugs after being crushed flow into the No. 2 pool 15 and the No. 1 pool 14 along with rainwater through the No. 1 water through holes 1 and the No. 2 water through holes 13.
In this embodiment, the rotating turbine 5 is made of stainless steel, and is rotated in a directional manner under the action of gravity of rainwater, and drives the gear 8 to drive.
In this embodiment, the stainless steel struts 6 function to support the rotating turbine 5.
In this embodiment, the chain 7 is made of stainless steel, and transmits the power generated by the rotating turbine 5 to the rotating shaft 3, and drives the rotating blades 4 at the positions of the water holes 1 and 13 of the number 1 and 2 through the rotating shaft 3 to rotate.
In this embodiment, the gear 8 is made of stainless steel, and is fixedly installed below the rotary turbine 5 and rotates coaxially with the rotary turbine 5.
In this embodiment, the driving wheel 9 is made of stainless steel, and is fixedly installed on the pool No. 1 14 and the pool No. 2 15, and is used for fixing the chain 7 and transmitting power.
In this embodiment, the siphon pipe 10 is in an inverted U shape, and when the rainwater reaches the highest point in the siphon pipe 10 in the pool No. 1 14, the rainwater in the pool No. 1 14 is discharged from the water through hole No. 4 16 by using the siphon action principle. The water storage in the siphon pipeline 10 can play the deodorant purpose to a certain extent, and No. 1 pond 14 collects little rainwater and is No. 2 pond 15 drainage sharing drainage pressure.
In this embodiment, the floating ball 11, which is a stainless steel liquid level meter, is disposed in the No. 1 pool 14, and one end of the floating ball is connected with the movable barrier 2.
In this embodiment, when the amount of rainwater in the pool No. 1 14 gathers and exceeds the height of the water through hole No. 3 12, the rainwater is discharged from both the water through holes No. 3 12 and No. 4 16.
In this embodiment, the water hole No. 2 13 is in the form of a vertical grate type gully, and is laid along the road edge. When the rainfall is less, rainwater flows into the No. 1 pool 14 from the No. 2 water through hole 13.
In this embodiment, the pool number 1 14 is in the form of reinforced concrete or masonry.
In this embodiment, the pool No. 2 15 is in the form of reinforced concrete or brick.
In this embodiment, the water through hole No. 4 is disposed at the junction of the pool No. 1 14 and the pool No. 2 15, and is at a certain height from the bottom of the pool.
In this embodiment, the rainwater drainage pipe 17 is provided with a bottom of the No. 2 pool 15, and the collected rainwater is finally drained to the municipal rainwater pipe network through the rainwater drainage pipe 17.
The invention is not related in part to the same as or can be practiced with the prior art.
The above embodiments are preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, which is defined by the appended claims, but rather by the following claims.
Claims (3)
1. The utility model provides a municipal administration prevents stifled well lid which characterized in that: the device comprises a No. 1 water through hole (1), a movable barrier (2), a rotating shaft (3), a rotating blade (4), a rotating turbine (5), a stainless steel support (6), a chain (7), a gear (8), a driving wheel (9), a siphon pipeline (10), a floating ball (11), a No. 3 water through hole (12), a No. 2 water through hole (13), a No. 1 pool (14), a No. 2 pool (15), a No. 4 water through hole (16) and a rainwater discharge pipe (17); when the rainfall is smaller, the movable barrier (2) is closed, and rainwater enters a No. 1 pool (14) from a No. 2 water through hole (13); when the rainwater reaches the highest point in the siphon pipeline (10) in the No. 1 pool (14), the rainwater in the No. 1 pool (14) is discharged from the No. 4 water through hole (16) by utilizing the siphon action principle; along with the gradual accumulation of the rainwater quantity in the No. 1 pool (14), when the rainwater quantity exceeds the height of the No. 3 water through holes (12), the rainwater is discharged from the No. 3 water through holes (12) and the No. 4 water through holes (16) at the same time; when the rainfall is large, the liquid level is continuously increased, and when the liquid level exceeds the top end of a No. 3 water through hole (12) for a long time, after the liquid level of a floating ball (11) in a No. 1 pool (14) exceeds a certain limit value, a movable barrier (2) on a No. 2 pool (15) is driven to be opened; rainwater flows into the No. 1 pool (14) and the No. 2 pool (15) simultaneously, and finally is discharged to a municipal rainwater pipe network through a rainwater discharge pipe (17); in the running process, the rotary turbine (5) directionally rotates under the action of gravity of rainwater, power generated by the rotary turbine (5) is transmitted to the rotating shaft (3), the rotating shaft (3) drives the gear (8) to drive, the gear (8) is connected through the chain (7), and the power is transmitted through the driving wheel (9) to drive the rotary blades (4) at the positions of the water through holes 1 and 2 (13) to rotate; cutting the blocking objects gathered at the rain inlet through a high-speed rotary blade (4), crushing the blocking objects, and respectively flowing into a No. 2 pool (15) and a No. 1 pool (14) along with rainwater through a No. 1 water through hole (1) and a No. 2 water through hole (13);
the movable barrier 2 is horizontally laid in a No. 1 water through hole (1), a plurality of rotary blades (4) are connected in series with a rotating shaft (3) below the No. 1 water through hole (1) of the movable barrier 2, and the opening and closing of the movable barrier (2) are determined by the height of the liquid level of a floating ball (11) in a No. 1 pool (14); when the rainfall is small, the movable barrier (2) is closed, and when the liquid level exceeds the top end of the No. 3 water through hole (12) for a long time, the movable barrier (2) is opened;
the rotary turbine 5 is made of stainless steel, directionally rotates under the action of gravity of rainwater and drives the gear (8) to drive;
the chain 7 is made of stainless steel, transmits power generated by the rotary turbine (5) to the rotary shaft (3), and drives the rotary blades (4) at the positions of the water holes 1 and 2 (13) to rotate through the rotary shaft (3);
the floating ball 11 is a stainless steel liquid level meter and is arranged in a No. 1 pool (14), and one end of the floating ball is connected with the movable barrier (2).
2. The municipal anti-blocking well lid according to claim 1, wherein: the rotary blade 4 is made of stainless steel, the rotary blades 4 are arranged at certain intervals, the rotary blade 4 and the rotary shaft 3 are fixedly connected and can coaxially rotate, the rotary blade 4 is used for cutting a blockage gathered at a water inlet through the high-speed rotary blade 4, and the blockage is crushed and then flows into a No. 2 pool 15 and a No. 1 pool 14 along with rainwater through a No. 1 water through hole 1 and a No. 2 water through hole 13.
3. The municipal anti-blocking well lid according to claim 1, wherein: the siphon pipeline 10 is in an inverted U shape, and when rainwater reaches the highest point in the siphon pipeline 10 in the No. 1 pool 14, the rainwater in the No. 1 pool 14 is discharged from the No. 4 water through hole 16 by utilizing a siphon action principle; the water storage in the siphon pipeline (10) can play the deodorant purpose to a certain extent, and No. 1 pond (14) is collected little rainwater and is No. 2 pond (15) drainage sharing drainage pressure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011003253.6A CN112177142B (en) | 2020-09-22 | 2020-09-22 | Municipal administration prevents stifled well lid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011003253.6A CN112177142B (en) | 2020-09-22 | 2020-09-22 | Municipal administration prevents stifled well lid |
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| CN112177142A CN112177142A (en) | 2021-01-05 |
| CN112177142B true CN112177142B (en) | 2023-05-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202011003253.6A Active CN112177142B (en) | 2020-09-22 | 2020-09-22 | Municipal administration prevents stifled well lid |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419751B (en) * | 2022-08-11 | 2023-05-23 | 中铁二局集团建筑有限公司 | Underground pipeline landfill anti-floating system |
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| CN112177142A (en) | 2021-01-05 |
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