CN116971469A - Rainwater regulation and storage construction method for urban road seepage and isolation composite pipe well - Google Patents
Rainwater regulation and storage construction method for urban road seepage and isolation composite pipe well Download PDFInfo
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- CN116971469A CN116971469A CN202310969979.2A CN202310969979A CN116971469A CN 116971469 A CN116971469 A CN 116971469A CN 202310969979 A CN202310969979 A CN 202310969979A CN 116971469 A CN116971469 A CN 116971469A
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- 238000010276 construction Methods 0.000 title claims abstract description 25
- 239000002131 composite material Substances 0.000 title claims abstract description 14
- 238000002955 isolation Methods 0.000 title claims abstract description 14
- 238000003860 storage Methods 0.000 title claims description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 83
- 230000001105 regulatory effect Effects 0.000 claims description 29
- 230000008595 infiltration Effects 0.000 claims description 8
- 238000001764 infiltration Methods 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 8
- 239000011248 coating agent Substances 0.000 claims description 7
- 238000000576 coating method Methods 0.000 claims description 7
- 238000001514 detection method Methods 0.000 claims description 7
- 239000003973 paint Substances 0.000 claims description 7
- 229920002635 polyurethane Polymers 0.000 claims description 7
- 239000004814 polyurethane Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 5
- 230000005540 biological transmission Effects 0.000 claims description 4
- 230000007246 mechanism Effects 0.000 claims description 4
- 238000009826 distribution Methods 0.000 claims description 3
- 238000004080 punching Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 239000010802 sludge Substances 0.000 claims description 2
- 238000000746 purification Methods 0.000 claims 1
- 101100366940 Mus musculus Stom gene Proteins 0.000 abstract description 15
- 239000010813 municipal solid waste Substances 0.000 abstract description 12
- 230000000694 effects Effects 0.000 description 8
- 230000009471 action Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000001276 controlling effect Effects 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000012258 culturing Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- 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
- E03F5/0401—Gullies for use in roads or pavements
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/101—Dedicated additional structures, interposed or parallel to the sewer system
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- 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
-
- 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
- E03F7/02—Shut-off devices
Abstract
The application relates to the technical field of drainage systems and discloses a rainwater regulation construction method for an urban road seepage and isolation composite pipe well, which comprises the steps of S1, detecting the horizontal height of a road surface, measuring the heights of a plurality of positions, comparing data, selecting the lowest position as a rainwater inlet, determining the quantity, the volume, the placement depth and the trend of a pipeline of a regulation pool, S2, arranging a blow-down pipe, wherein the inclination angle is 30 degrees, arranging a plurality of water inlets at the upper end of the regulation pool, and S3, digging a pit through the position of a hole digging device at the water inlet. This scheme lays a spiral inlet for stom water in the permeable well upper end, and the inlet for stom water periphery is equipped with one section low-lying outer lane, when the rainfall is too big, forms vortex-like rivers in inlet for stom water upper end, can drag rubbish such as leaf and clear up in the low-lying outer lane to install the well lid in inlet for stom water upper end, prevent that upper portion rubbish from directly falling into the inlet for stom water on the jam inlet for stom water, guaranteed certain drainage patency.
Description
Technical Field
The application relates to the technical field of drainage systems, in particular to a rainwater storage regulation construction method for an urban road seepage and isolation composite pipe well.
Background
When the city is in rain, the runoff amount is often increased, rainwater and sewage are often converged, the burden of urban drainage pipe network and sewage pipe network is increased, especially in the early stage of rainfall, the initial rain that forms contains a large amount of pollutants, if the initial rain is directly discharged to natural water, serious pollution can be caused to the water environment, therefore facilities such as initial rain regulation and storage pond need to be additionally arranged to regulate and treat the rainwater of different water qualities, an inspection well is usually reserved at the edge of a pavement of a municipal road, sedimentation occurs under the action of a driving of an inspection well cover, and great potential safety hazards exist. And the gaps of the rainwater grate are larger, when the rainwater is large, a large number of leaves and branches are carried out in the pipe network, so that the road surface drainage speed is slow, and the accumulated water on the road surface is more.
Disclosure of Invention
In order to solve the problems in the background technology, the application provides a rainwater storage and regulation construction method for an urban road seepage and isolation composite pipe well.
A rainwater regulation and storage construction method for an urban road seepage and isolation composite pipe well comprises the following steps:
s1, detecting the horizontal height of a pavement, measuring the heights of a plurality of positions, comparing data, selecting the lowest position as a rainwater inlet, determining the number, the volume, the placement depth and the trend of pipelines of a regulation and storage pond, measuring the positions, and searching the position with lower topography so as to facilitate drainage;
s2, the arrangement of the blow-down pipe is required to be obliquely arranged, the inclination angle is 30 degrees, and a plurality of water inlets are formed in the upper end of the regulating reservoir, so that the drainage effect is improved;
s3, digging a pit through a hole digging device at the position of the water inlet, casting into a regulating reservoir through casting concrete, coating polyurethane waterproof paint on the inner side wall and the outer side wall of the regulating reservoir, casting with concrete, improving stability, coating polyurethane waterproof paint, and improving the water storage effect of the regulating reservoir;
s4, covering the regulation and storage with soil, arranging a blow-down pipe, connecting the blow-down pipe into a municipal rainwater pipe network, arranging a ball valve at the upper end of the side wall of the blow-down pipe, ensuring that the blow-down pipe can be manually controlled when in use, informing the ball valve, and controlling the water storage capacity of the regulation and storage tank;
s5, digging a pipe well at the upper end of the regulating reservoir, pouring concrete on the side wall of the pipe well, and smearing polyurethane waterproof paint on the inner and outer side walls of the concrete after the concrete is solidified;
s6, pouring sand-free macroporous concrete in the pipe well, and punching water permeable holes in a water permeable layer of the pipe to improve the water permeability, thereby being beneficial to the flow of water and improving the drainage effect;
s7, a permeable well is arranged at the upper end of the pipe well, a spiral type water inlet is arranged at the upper end of the permeable well, a section of low-lying outer ring is arranged at the periphery of the water inlet, and vortex can be generated, so that certain pull-down force is applied to garbage, and the phenomenon that the garbage blocks the upper end of the permeable well is avoided;
s8, carrying out permeable blind ditch construction on motor vehicle lanes in a storage area, carrying out pebble permeable ditch construction on green lands and garden path rainwater, collecting the collected rainwater into a storage adjusting pond, putting cultured aquatic organisms in the storage adjusting pond, completing construction of a rainwater storage adjusting system, and improving drainage effect by pebble bedding, culturing the aquatic organisms in the storage adjusting pond and improving water quality;
s9, in the rainstorm season, water in the regulating reservoir is discharged manually, and the rainstorm discharges water in the regulating reservoir, so that excessive rainfall is avoided, and water in the regulating reservoir overflows.
Preferably, the well lid is installed to the upper end of inlet for stom water, can remove the barrier of rubbish through the well lid that sets up, avoids personnel to fall simultaneously.
Preferably, the spiral inlet for stom water is three-dimensional double-deck spiral inlet for stom water, increases the displacement, improves the drop-down effect to rubbish, avoids rubbish to cause the condition of jam to the water inlet.
Preferably, the regulating reservoir is arranged in a suitable position according to the existing overflow distribution position in the area.
Preferably, a liquid level detection device is arranged in the regulating and accumulating tank, and a wireless transmission mechanism is arranged in the detection device, so that a worker can know the liquid level condition of the regulating and accumulating tank in real time.
Preferably, the regulating reservoir is connected with a purifying reservoir for treating the precipitated sludge.
Preferably, a plurality of water inlets are communicated with each other and used for improving water inflow.
In summary, the application has the following beneficial technical effects:
a spiral inlet for stom water is laid to the upper end at the permeable well, and the inlet for stom water periphery is equipped with one section low-lying outer lane, when the rainfall is too big, forms vortex form rivers in inlet for stom water upper end, can drag rubbish such as leaf and clear up in the low-lying outer lane to install the well lid in inlet for stom water upper end, prevent that upper portion rubbish from directly falling into the inlet for stom water on the plug inlet for stom water, guaranteed certain drainage patency.
Detailed Description
The present application will be described in further detail below.
The embodiment of the application discloses a rainwater regulation construction method for an urban road seepage and isolation composite pipe well, which comprises the following steps of S1, detecting the horizontal height of a road surface, measuring the heights of a plurality of positions, carrying out data comparison, selecting the lowest position as a rainwater inlet, determining the quantity, the volume, the placement depth and the trend of pipelines of a regulation pool, measuring at the plurality of positions on the ground, and searching the position with the lower horizontal position, so that the water flow at the later stage is convenient, a concentrated flow direction can be realized, the drainage effect is improved, the intermittent ponding condition of the road surface can be effectively avoided, the cleanness of the road surface is ensured, the optimal quantity of the regulation pool is determined, and the water source is beneficial to timely storage;
s2, the arrangement of the blow-down pipe is required to be obliquely arranged, the inclination angle is 30 degrees, the upper end of the regulating and accumulating tank is provided with a plurality of water inlets, the blow-down pipe is set to be in an inclined state, and the inclination angle is 30 degrees, so that the state is optimal in draining, water on the bottom surface can be quickly drained to the inside of the regulating and accumulating tank, drainage blockage is avoided, and meanwhile, the blow-down pipe does not occupy too much upper and lower space when the inclination angle is 30 degrees, and the construction is facilitated;
s3, digging a pit through a hole digging device at the position of a water inlet, casting concrete into a regulating reservoir, coating polyurethane waterproof paint on the inner and outer side walls of the regulating reservoir, digging the pit through the digging device, placing the regulating reservoir, coating waterproof material on the inner and outer sides of the regulating reservoir, and avoiding water from penetrating outwards to cause water source waste when water is stored;
s4, covering the regulation and storage with soil, arranging a blow-down pipe, connecting the blow-down pipe into a municipal rainwater pipe network, arranging a ball valve at the upper end of the side wall of the blow-down pipe, ensuring that the blow-down pipe can be manually controlled when in use, connecting the blow-down pipe with a regulation and storage tank, controlling the drainage blocking of the blow-down pipe through the ball valve, and improving the controllability of the blow-down pipe;
s5, digging a pipe well at the upper end of the regulating reservoir, pouring concrete on the side wall of the pipe well, coating polyurethane waterproof paint on the inner and outer side walls of the concrete after the concrete is solidified, digging a pit, installing the pipe well, pouring the concrete, and coating waterproof materials on the surface of the concrete;
s6, pouring sand-free macroporous concrete in the pipe well, punching water permeable holes in a pipeline water permeable layer, and pouring sand-free macroporous concrete in the pipe well, wherein the sand-free macroporous concrete has good water permeability, so that water accumulation in the pipe well can be avoided, and the hydrophobicity is improved;
s7, a permeable well is arranged at the upper end of the pipe well, a spiral type water inlet is arranged at the upper end of the permeable well, a section of low-lying outer ring is arranged at the periphery of the water inlet, vortex-shaped water flow is formed at the upper end of the water inlet through the arranged spiral type water inlet when the rainfall is too large, garbage such as leaves can be dragged up and cleaned into the low-lying outer ring, blockage of the water inlet caused by the garbage can be well avoided, and the drainage effect is improved;
s8, carrying out permeable blind ditch construction on motor vehicle lanes in a storage area, carrying out pebble infiltration ditch construction on green lands and garden path rainwater, collecting the rainwater into a storage regulation pond, putting cultured aquatic organisms in the storage regulation pond, completing construction of a rainwater storage regulation system, ensuring that too much water cannot be occupied when a road surface is used by using pebble infiltration ditch construction, simultaneously discharging the water, ensuring certain water quality by arranging the aquatic organisms, avoiding excessive pollution, and improving plant growth when the green belt nearby is irrigated;
s9, in the rainstorm season, water in the regulating reservoir is discharged manually, and when the rainstorm occurs, the water quantity continuously rises, so that the water in the regulating reservoir needs to be properly discharged manually, and the water in the regulating reservoir is prevented from overflowing.
The spiral type water inlet is a three-dimensional double-layer spiral water inlet, the water discharge amount is increased, the water inflow amount can be increased during water discharge, and meanwhile, the garbage treatment is more perfect.
The regulating reservoirs are arranged at proper positions according to the existing overflow distribution positions in the area.
The inside of regulation pond is equipped with liquid level detection device, detection device's inside is equipped with wireless transmission mechanism, carries out liquid level monitoring to the inside of regulation pond through liquid level detection device, is passing out liquid level information through wireless transmission mechanism to the staff knows the concrete condition of liquid level constantly.
The regulation pond is connected with the purifying pond for handle the mud of precipitation, through the purifying pond of setting, can cross the pollutant and the earth to the inside water and carry out suitable processing, improve quality of water, so that irrigate nearby greenbelt.
The water inlets are communicated with each other, so that water inflow is improved, the water inlets are communicated with each other, and the water inlets can be filled with water when the water is discharged into the regulating reservoir, so that the water is discharged more smoothly.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present application have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the application, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The rainwater regulation and storage construction method for the urban road seepage and isolation composite pipe well is characterized by comprising the following steps of:
s1, detecting the horizontal height of a pavement, measuring the heights of a plurality of positions, comparing data, selecting the lowest position as a rainwater inlet, and determining the number, the volume, the placement depth and the trend of pipelines of a regulation pool;
s2, arranging the blow-down pipes in a tilting mode, wherein the tilting angle is 30 degrees, and a plurality of water inlets are formed in the upper end of the regulating and storing tank;
s3, digging a pit through a hole digging device at the position of the water inlet, casting concrete into a regulating reservoir, and coating polyurethane waterproof paint on the inner side wall and the outer side wall of the regulating reservoir;
s4, covering the regulation and storage with soil, arranging a blow-down pipe, connecting the blow-down pipe into a municipal rainwater pipe network, and arranging a ball valve at the upper end of the side wall of the blow-down pipe to ensure that the blow-down pipe can be manually controlled when in use;
s5, digging a pipe well at the upper end of the regulating reservoir, pouring concrete on the side wall of the pipe well, and smearing polyurethane waterproof paint on the inner and outer side walls of the concrete after the concrete is solidified;
s6, pouring sand-free macroporous concrete in the pipe well, and punching water permeable holes in a pipeline water permeable layer;
s7, a permeable well is arranged at the upper end of the pipe well, a spiral type gully is arranged at the upper end of the permeable well, and a section of low-lying outer ring is arranged at the periphery of the gully;
s8, carrying out permeable blind ditch construction on the motor vehicle lanes in the storage area, carrying out pebble permeable ditch construction on the green land and garden path rainwater, collecting the collected rainwater into a storage regulation pond, and throwing cultured aquatic organisms into the storage regulation pond to finish the construction of a rainwater storage regulation system;
s9, in the rainstorm season, water in the regulating reservoir is manually discharged.
2. The rainwater storage and construction method for the urban road infiltration isolation composite pipe well according to claim 1, wherein a well cover is arranged at the upper end of the rainwater inlet.
3. The urban road infiltration isolation composite pipe well rainwater storage regulation construction method according to claim 1, wherein the spiral type rainwater inlet is a three-dimensional double-layer spiral rainwater inlet, and the drainage quantity is increased.
4. The rainwater storage regulation construction method for the urban road infiltration isolation composite pipe well according to claim 1, wherein the regulation and storage tanks are arranged at proper positions according to the existing overflow distribution positions in the area.
5. The urban road infiltration isolation composite pipe well rainwater regulation construction method according to claim 1, wherein a liquid level detection device is arranged in the regulation pool, and a wireless transmission mechanism is arranged in the detection device.
6. The urban road infiltration isolation composite pipe well rainwater regulation construction method according to claim 1, wherein the regulation and storage tank is connected with a purification tank for treating precipitated sludge.
7. The rainwater storage regulation construction method for the urban road infiltration isolation composite pipe well according to claim 1, wherein a plurality of water inlets are communicated with each other and used for improving water inflow.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310969979.2A CN116971469A (en) | 2023-08-03 | 2023-08-03 | Rainwater regulation and storage construction method for urban road seepage and isolation composite pipe well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310969979.2A CN116971469A (en) | 2023-08-03 | 2023-08-03 | Rainwater regulation and storage construction method for urban road seepage and isolation composite pipe well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116971469A true CN116971469A (en) | 2023-10-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310969979.2A Pending CN116971469A (en) | 2023-08-03 | 2023-08-03 | Rainwater regulation and storage construction method for urban road seepage and isolation composite pipe well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116971469A (en) |
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2023
- 2023-08-03 CN CN202310969979.2A patent/CN116971469A/en active Pending
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