CN218990362U - Rain and sewage diversion pipe canal suitable for roadway - Google Patents
Rain and sewage diversion pipe canal suitable for roadway Download PDFInfo
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- CN218990362U CN218990362U CN202222956117.XU CN202222956117U CN218990362U CN 218990362 U CN218990362 U CN 218990362U CN 202222956117 U CN202222956117 U CN 202222956117U CN 218990362 U CN218990362 U CN 218990362U
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Abstract
The utility model discloses a rain and sewage diversion pipe canal suitable for a roadway, which comprises a rain water vertical pipe, a confluent vertical pipe and a kitchen sewage pipe, wherein the rain water vertical pipe, the confluent vertical pipe and the kitchen sewage pipe are arranged on one side of a house; the rainwater and sewage diversion pipe canal suitable for the tunnel is matched with the rainwater detection well through the confluence underdrain, the confluence underdrain is matched with the sewage detection well or the rainwater detection well is matched with the sewage detection well, and constructors can selectively construct according to the actual conditions of the site, so that the drainage system of the urban village and other places with complex conditions, large tunnel width and intensive houses is improved, rainwater and sewage are drained in a diversion mode, and the secondary treatment of the rainwater and the sewage is facilitated.
Description
Technical Field
The utility model relates to a rain and sewage diversion pipe canal suitable for a roadway.
Background
The combined system is a drainage mode for collecting and conveying sewage and wastewater by using the same pipe channel system; the diversion system is a drainage mode for respectively collecting and conveying various sewage, rainwater and production wastewater by using different pipelines; for the secondary treatment of rainwater and sewage, a diversion system is preferably used.
The urban village topography condition is complex, the roadway width is between 1.5 meters and 2 meters, the houses are dense, the drainage system is messy, the drainage system is mainly in a confluence system, the newly built urban drainage system is in a diversion system, but the current situation is mainly in a confluence system; as shown in fig. 6 and 7, some newly-built commercial buildings build diversion pipelines such as rainwater risers, converging risers, kitchen sewage pipes and the like in the buildings according to the plan, but because public pipeline construction and community construction are asynchronous, the phenomenon of pipeline mixing and staggered connection is common, the converging systems and the diverting systems are alternately arranged, and the drainage system is disordered. Most of urban villages are in direct drainage type confluence by using rainwater risers, confluence risers and kitchen sewage pipes, no perfect drainage system exists, and rainwater and sewage are directly discharged into confluence underdrain channels under the roadway, so that rainwater and sewage cannot be separately treated and recycled.
Disclosure of Invention
In order to solve the problem of combined system, the utility model provides the rain and sewage diversion pipe canal suitable for the tunnel, which is used for construction reconstruction of areas with complicated urban village topography conditions, large tunnel width, dense houses and messy drainage systems and can effectively divert rain and sewage.
The utility model adopts the technical scheme that:
a rain and sewage diversion pipe canal suitable for a roadway comprises a rain water vertical pipe, a confluent vertical pipe and a kitchen sewage pipe which are arranged on one side of a house; the rainwater and sewage diversion pipe canal suitable for the roadway is matched with the rainwater detection well through the confluence underdrain, the confluence underdrain is matched with the sewage detection well or the rainwater detection well is matched with the sewage detection well, so that rainwater and sewage are shunted and discharged.
Further, underground excavation of a roadway between the two houses is carried out, and a converging underdrain and a plurality of rainwater detection wells are arranged; the bottom of the rainwater vertical pipe positioned at one side of each house extends into the rainwater detection well from underground, and the rainwater detection wells are communicated through a rainwater drain pipe; the bottom of the converging vertical pipe and the kitchen sewage pipe which are positioned at one side of each house extend into the converging underdrain from the ground.
Further, underground excavation of a roadway between the two houses is carried out, and a converging underdrain and a plurality of sewage detection wells are arranged; the bottom of the rainwater vertical pipe positioned at one side of each house extends into the converging underdrain from underground, the bottoms of the converging vertical pipe positioned at one side of each house and the kitchen sewage pipe extend into the sewage detection well from underground, and the sewage detection wells are communicated through the sewage drainage pipe.
Further, the underground excavation of the roadway between the two houses is provided with a plurality of rainwater detection wells and a plurality of sewage detection wells; the bottom of the rainwater vertical pipe positioned at one side of each house extends into the rainwater detection well from underground, and the rainwater detection wells are communicated through a rainwater drain pipe; the converging vertical pipes positioned at one side of each house and the bottoms of the kitchen sewage pipes extend into the sewage detection wells from the underground, and the sewage detection wells are communicated through the sewage drainage pipes.
Further, the bottoms in the converging underdrain are sloped.
Further, the width of the narrow roadway is between 1.5 meters and 2 meters.
The beneficial effects of the utility model are as follows:
the rainwater and sewage diversion pipe canal suitable for the tunnel is matched with the rainwater detection well through the confluence underdrain, the confluence underdrain is matched with the sewage detection well or the rainwater detection well is matched with the sewage detection well, and constructors can selectively construct according to the actual conditions of the site, so that the drainage system of the urban village and other places with complex conditions, large tunnel width and intensive houses is improved, rainwater and sewage are drained in a diversion mode, and the secondary treatment of the rainwater and the sewage is facilitated.
The rain and sewage diversion pipe canal suitable for the roadway is simple and quick in site construction, and can effectively divert rain and sewage, so that the rain and sewage diversion pipe canal is particularly suitable for construction transformation of urban villages and other areas with complex topography conditions, roadway width of 1.5-2 meters, dense houses and messy drainage systems.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described, and it will be obvious to those skilled in the art that other drawings can be obtained according to these drawings without inventive effort.
FIG. 1 is a schematic plan view of an embodiment 1 of the present utility model;
FIG. 2 is a schematic side elevation view of embodiment 1 of the present utility model;
FIG. 3 is a schematic plan view of embodiment 2 of the present utility model;
FIG. 4 is a schematic side elevation view of embodiment 2 of the present utility model;
FIG. 5 is a schematic side elevation view of embodiment 3 of the present utility model;
FIG. 6 is a schematic plan view of a conventional piping structure;
FIG. 7 is a schematic side view of a conventional piping structure;
in FIGS. 1-7, 1-house, 2-rainwater riser, 3-confluence riser, 4-kitchen sewage pipe, 5-roadway, 6-confluence underdrain, 7-rainwater detection well, 8-sewage detection well, 9-rainwater drain pipe, 10-sewage drain pipe.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. It will be apparent that the described embodiments are only some, but not all, embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without any inventive effort, are intended to be within the scope of the utility model.
Example 1
As shown in fig. 1-2, this embodiment discloses a rain and sewage diversion canal suitable for a roadway, which is used for the pipeline reconstruction construction of rain and sewage diversion of a dense area of a house 1, with complicated topography conditions such as villages in cities, the width of the roadway 5 is between 1.5 meters and 2 meters, when the width of the roadway 5 is between 1.5 meters and 2 meters, public pipeline construction can excavate underground in the roadway 5 and is provided with a converging underdrain 6, and some newly built commercial buildings build diversion pipelines such as a rain water vertical pipe 2, a converging vertical pipe 3, a kitchen sewage pipe 4 and the like in the buildings according to the plan, and direct drainage type confluence is performed through the rain water vertical pipe 2, the converging vertical pipe 3 and the kitchen sewage pipe 4, and the drainage of rain water and sewage is performed by utilizing the converging underdrain 6 underground in the roadway 5. Because the width of the roadway 5 is between 1.5 meters and 2 meters, the construction of two drainage ditches is satisfied, and the drainage ditches are modified on the basis of not changing the original DE110PVC rainwater vertical pipe 2, the confluent vertical pipe 3, the kitchen sewage pipe 4 and the confluent underdrain 6 which are installed on one side of the house 1 and underground in the roadway 5 in the embodiment, so that the drainage ditches can achieve the aim of diversion and drainage of rainwater and sewage.
Specifically, on the basis of keeping the original confluence underdrain 6, a plurality of rainwater detection wells 7 can be excavated underground in the roadway 5 between two houses 1, the depth of each rainwater detection well 7 is larger than that of the original confluence underdrain 6, the bottom of the rainwater vertical pipe 2 positioned at one side of each house 1 extends into the rainwater detection well 7 from underground, the rainwater detection wells 7 are communicated with the rainwater detection wells 7 through rainwater drainage pipes 9, and the rainwater detection wells 7 and the rainwater drainage pipes 9 are used as rainwater underdrains for draining rainwater. The bottom of the converging vertical pipe 3 and the kitchen sewage pipe 4 which are originally positioned at one side of each house 1 extend into the converging underdrain 6 from the ground, and the original converging underdrain 6 is used as a sewage underdrain for discharging sewage.
According to the construction in the above way, rainwater can enter the rainwater detection well 7 along the rainwater vertical pipe 2 along the roof, and then is discharged by the rainwater detection well 7 through the rainwater drain pipe 9; domestic sewage enters the converging underdrain 6 through the converging vertical pipe 3 and the kitchen sewage pipe 4, so that rainwater and sewage are discharged in a split manner. The drainage canal reconstruction mode is suitable for being used when the rainwater discharge amount is larger than the domestic sewage discharge amount; further, the bottom in the underdrain 6 may also be modified to have a slope to increase the sewage drainage capacity of the underdrain 6.
Example 2
As shown in fig. 3-4, when the width of the roadway 5 is between 1.5 meters and 2 meters, the public pipeline is excavated underground and is provided with a converging underdrain 6, and the drainage pipe is reformed so as to achieve the aim of diversion and drainage of rainwater and sewage. In the embodiment, the drainage canal is reconstructed and constructed on the basis of not changing the original DE110PVC rainwater stand pipe 2, the converging stand pipe 3, the kitchen sewage pipe 4 and the converging underdrain 6 which are installed on one side of the house 1 and underground of the roadway 5.
Specifically, the width of the roadway 5 is between 1.5 meters and 2 meters, so that the construction of two drainage ditches is satisfied, on the basis of keeping the original confluence underdrain 6, a plurality of sewage detection wells 8 are excavated underground of the roadway 5 between two houses 1, the depth of each sewage detection well 8 is larger than that of the original confluence underdrain 6, the confluence vertical pipes 3 positioned at one side of each house 1 and the bottoms of kitchen sewage pipes 4 extend into the sewage detection wells 8 from underground, the sewage detection wells 8 are communicated through sewage drain pipes 10, and the sewage detection wells 8 and the sewage drain pipes 10 are used as sewage underdrains for discharging sewage. The bottom of the rainwater vertical pipe 2 originally positioned at one side of each house 1 extends into the converging underdrain 6 from the ground, and the original converging underdrain 6 is used as a sewage underdrain for discharging rainwater.
According to the construction in the above way, rainwater can enter the confluent underdrain 6 along the rainwater vertical pipe 2 along the roof; domestic sewage enters the sewage detection well 8 through the converging vertical pipe 3 and the kitchen sewage pipe 4, and is discharged through the sewage discharge pipe 10 through the sewage detection well 8. The drainage canal reconstruction mode is suitable for being used when the domestic sewage discharge amount is larger than the rainwater discharge amount; further, the bottom in the underdrain 6 may also be modified to have a slope to increase the rainwater drainage capacity of the underdrain 6.
Example 3
As shown in fig. 6, when the width of the roadway 5 is between 1.5 meters and 2 meters, the public pipeline is excavated underground in the roadway 5 and is provided with a converging underdrain 6, and the drainage pipe is reformed so as to achieve the aim of diversion and drainage of rainwater and sewage. In the embodiment, the drainage canal is reconstructed and constructed on the basis of not changing the DE110PVC rainwater stand pipe 2, the confluence stand pipe 3 and the kitchen sewage pipe 4 which are originally arranged on one side of the house 1.
Specifically, as the width of the roadway 5 is between 1.5 meters and 2 meters, the construction of two drainage ditches is satisfied, the excavation is expanded and the sewage detection wells 8 are arranged on the basis of the original confluent underdrain 6, the confluent vertical pipes 3 positioned at one side of each house 1 and the bottoms of the kitchen sewage pipes 4 extend into the sewage detection wells 8 from underground, the sewage detection wells 8 are communicated through the sewage drainage pipe 10, and the sewage detection wells 8 and the sewage drainage pipe 10 are used as sewage underdrains for draining sewage; meanwhile, a plurality of rainwater detection wells 7 are excavated underground in the roadway 5 between the two houses 1, the bottom of the rainwater vertical pipe 2 positioned at one side of each house 1 extends into the rainwater detection wells 7 from underground, the rainwater detection wells 7 are communicated through rainwater drainage pipes 9, and the rainwater detection wells 7 and the rainwater drainage pipes 9 are used as rainwater underdrain channels for draining rainwater.
According to the construction in the above way, rainwater can enter the rainwater detection well 7 along the rainwater vertical pipe 2 along the roof, and then is discharged by the rainwater detection well 7 through the rainwater drain pipe 9; domestic sewage enters the sewage detection well 8 through the converging vertical pipe 3 and the kitchen sewage pipe 4, and is discharged through the sewage discharge pipe 10 through the sewage detection well 8. The drainage canal reconstruction mode is suitable for being used when the domestic sewage discharge and the rainwater discharge are both larger than the flow of the original confluence underdrain 6.
It is to be understood that the above examples of the present utility model are for clarity of illustration only and are not intended to limit the embodiments of the present utility model. Other variations or modifications of the above teachings will be apparent to those of ordinary skill in the art. It is not necessary here nor is it exhaustive of all embodiments. Any modification, equivalent replacement, improvement, etc. that comes within the spirit and principle of the present patent should be included in the protection scope of the present patent claims.
Claims (3)
1. A rain and sewage diversion pipe canal suitable for a roadway comprises a rain water vertical pipe, a confluent vertical pipe and a kitchen sewage pipe which are arranged on one side of a house; the method is characterized in that: the rainwater and sewage diversion pipe canal suitable for the roadway is matched with a rainwater detection well through a confluent underdrain, the confluent underdrain is matched with a sewage detection well or the rainwater detection well is matched with the sewage detection well so as to diversion and discharge rainwater and sewage;
underground excavation of a roadway between two houses is carried out, and a converging underdrain and a plurality of rainwater detection wells are arranged; the bottom of the rainwater vertical pipe positioned at one side of each house extends into the rainwater detection well from underground, and the rainwater detection wells are communicated through a rainwater drain pipe; the bottom of the converging vertical pipe and the kitchen sewage pipe which are positioned at one side of each house extend into the converging underdrain from underground;
underground excavation of a roadway between two houses is carried out, and a converging underdrain and a plurality of sewage detection wells are arranged; the bottom of the rainwater vertical pipe positioned at one side of each house extends into the converging underdrain from underground, the bottoms of the converging vertical pipe positioned at one side of each house and the kitchen sewage pipe extend into the sewage detection well from underground, and the sewage detection wells are communicated through the sewage drainage pipe;
underground excavation of a roadway between two houses is carried out, and a plurality of rainwater detection wells and a plurality of sewage detection wells are arranged; the bottom of the rainwater vertical pipe positioned at one side of each house extends into the rainwater detection well from underground, and the rainwater detection wells are communicated through a rainwater drain pipe; the converging vertical pipes positioned at one side of each house and the bottoms of the kitchen sewage pipes extend into the sewage detection wells from the underground, and the sewage detection wells are communicated through the sewage drainage pipes.
2. The rain and sewage diversion pipe channel suitable for roadway according to claim 1, wherein: the bottoms in the converging underdrain are all provided with slopes.
3. The rain and sewage diversion pipe channel suitable for roadway according to claim 1, wherein: the width of the roadway is between 1.5 meters and 2 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222956117.XU CN218990362U (en) | 2022-11-07 | 2022-11-07 | Rain and sewage diversion pipe canal suitable for roadway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222956117.XU CN218990362U (en) | 2022-11-07 | 2022-11-07 | Rain and sewage diversion pipe canal suitable for roadway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218990362U true CN218990362U (en) | 2023-05-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222956117.XU Active CN218990362U (en) | 2022-11-07 | 2022-11-07 | Rain and sewage diversion pipe canal suitable for roadway |
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| Country | Link |
|---|---|
| CN (1) | CN218990362U (en) |
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2022
- 2022-11-07 CN CN202222956117.XU patent/CN218990362U/en active Active
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