CN220377471U - Sewage collection device suitable for mountain area is in shore water villages and towns - Google Patents
Sewage collection device suitable for mountain area is in shore water villages and towns Download PDFInfo
- Publication number
- CN220377471U CN220377471U CN202321943526.4U CN202321943526U CN220377471U CN 220377471 U CN220377471 U CN 220377471U CN 202321943526 U CN202321943526 U CN 202321943526U CN 220377471 U CN220377471 U CN 220377471U
- Authority
- CN
- China
- Prior art keywords
- sewage
- pipe
- main
- villages
- well
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 195
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 33
- 238000007789 sealing Methods 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000004891 communication Methods 0.000 description 18
- 238000010276 construction Methods 0.000 description 4
- 239000013049 sediment Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 239000010842 industrial wastewater Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 239000011294 coal tar pitch Substances 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The utility model belongs to the technical field of municipal engineering sewage collection, and provides a sewage collection device suitable for mountain land water villages and towns, which comprises a sewage main pipe, a user pipe and a user square well; the sewage main pipe is longitudinally arranged along a river channel, and the downstream of the sewage main pipe extends to a sewage treatment plant; the utility model discloses a well room, including burying underground, detachable the installing in the well room grid net, lid are established well room open-ended department's well lid, well room both sides wall is equipped with the intercommunication mouth, current situation sewage discharge pipe with the first intercommunication mouth intercommunication of well room, user pipe one end with the second intercommunication mouth intercommunication of well room, the user pipe other end with sewage is responsible for the lateral wall intercommunication. The sewage collecting device is characterized in that a user square well and a user pipe are newly built on the river bank, and meanwhile, a main sewage pipe is newly built along the current river bed or river bank for collecting sewage, so that the problem of low sewage collecting rate in the mountain area in water villages and towns is solved, and meanwhile, the river flood discharge requirement is met.
Description
Technical Field
The utility model belongs to the technical field of municipal engineering sewage collection, and particularly relates to a sewage collection device suitable for mountain area water villages and towns.
Background
Town drainage systems are generally composed of sewage treatment systems (sewage treatment sites) and sewage collection systems (sewage pipe networks, pump stations, etc.). Wherein, the sewage pipe network occupies the largest proportion of the total investment of the drainage system and bears the important task of collecting domestic sewage, industrial wastewater and initial rainwater. For urban sewage pipe networks, the urban sewage pipe networks are generally laid along urban road networks according to urban vertical planning, domestic sewage and industrial wastewater along land plots are collected and continuously collected downstream in a downhill drainage mode, and finally, the sewage is uniformly treated by sewage treatment plants.
The method has the advantages that the terrain in southwest areas of China is high, the fall is high, the topography is complex and changeable, mountainous areas and plateaus are used as main materials, canyons in the areas are widely distributed, river networks are dense, and new challenges are brought to the construction of local drainage engineering. Especially for mountain villages and towns which develop along river planning, most of the front parts of the houses of residents along the river are rural roads, and the rear parts of the houses are natural or artificial river channels, and resident domestic sewage is directly discharged to the river channels behind the house through the current sewage discharge pipe, so that serious environmental pollution is caused. If the urban sewage collecting method is adopted, namely, sewage pipelines are paved along the road network, although the implementation difficulty is small, the sewage in the directly-discharged river channel behind the building is difficult to collect effectively after the building is built, and the environmental benefit of the drainage engineering is further affected.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model provides the sewage collecting device suitable for the mountain area, the water and villages and towns, the user square well and the user pipe are newly built on the river bank, meanwhile, the main sewage pipe is newly built along the current river bed or river bank for collecting sewage, the problem of low sewage collecting rate of the mountain area, the water and towns and the towns is overcome, and meanwhile, the river flood requirements are met.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a sewage collection device suitable for mountain land water villages and towns comprises a main sewage pipe, a service pipe and a service square well;
the sewage main pipe is longitudinally arranged along a river channel, and the downstream of the sewage main pipe extends to a sewage treatment plant;
the well cover is arranged at the top end opening of the well chamber, the top end opening of the well chamber is flush with the ground, a mud settling tank is fixedly arranged in the bottom of the well chamber, two side walls of the well chamber are provided with communication ports, a current sewage discharge pipe is communicated with the first communication port of the well chamber, one end of the user pipe is communicated with the second communication port of the well chamber, and the other end of the user pipe is communicated with the side wall of the sewage main pipe.
Preferably, the single-tube bracket is fixedly arranged on the side wall of the river retaining wall, the sewage main pipe is fixedly arranged on the single-tube bracket, the single-tube bracket is positioned above the elevation of the flood level, and the sewage main pipe is lower than the elevation of the current sewage discharge pipe.
Preferably, the sewage collecting device further comprises a first connecting pipe, the first connecting pipe is arranged vertically, the bottom end of the first connecting pipe is communicated with the side wall of the main sewage pipe, and a sealing cover at the top end opening of the first connecting pipe is provided with a first blind plate.
Preferably, the main sewage pipe is buried below the river bed, and the main sewage pipe is a steel pipe.
Preferably, the sewage collecting device further comprises a second connecting pipe, the second connecting pipe is arranged vertically, the bottom end of the second connecting pipe is communicated with the side wall of the main sewage pipe, a second blind plate is arranged at the sealing cover at the top end opening of the second connecting pipe, and the second blind plate is flush with the surface of the river bed.
Preferably, the sewage collecting device further comprises a third outlet pipe, the third outlet pipe is arranged vertically, the bottom end of the third outlet pipe is communicated with the service pipe, and a third blind plate is arranged at the sealing cover at the opening of the top end of the third outlet pipe.
Preferably, the outer sides of the sewage main pipe and the service pipe are respectively coated with a concrete layer.
Preferably, the service pipe and the current sewage discharge pipe have the same pipe diameter.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model provides a sewage collecting device suitable for mountain land water villages and towns, which is characterized in that a user square well and a user pipe are newly built on a river bank, and meanwhile, a main sewage pipe is newly built along the current river bed or river bank, so that collected sewage can be discharged to a downstream sewage treatment plant through the main sewage pipe, the problem of low sewage collecting rate of the mountain land water villages and towns is solved, and meanwhile, the river flood discharge requirement is met. The square well for the user can also meet the requirement of residents for daily dumping of domestic sewage and wastewater.
Drawings
FIG. 1 is a schematic front view of a current sewage discharge pipe according to an embodiment of the present utility model;
fig. 2 is a schematic front view of a sewage collection device for mountain land, water and villages according to embodiment 1 of the present utility model;
fig. 3 is a schematic front view of a sewage collection device for mountain land, water and villages according to embodiment 1 of the present utility model;
fig. 4 is a schematic top view of a square well of a sewage collection device applicable to mountain land, water and villages and towns according to embodiment 1 of the present utility model;
fig. 5 is a schematic diagram of a front view structure of a square well of a receiver suitable for a sewage collection device in a mountain area in a water town according to embodiment 1 of the present utility model;
fig. 6 is a schematic side view of a square well of a sewage collection device applicable to mountain land, water and villages and towns according to embodiment 1 of the present utility model;
fig. 7 is a schematic front view of a sewage collection device applicable to mountain land, water and villages according to embodiment 2 of the present utility model;
fig. 8 is a schematic front view of a sewage collection device applicable to mountain land, water and villages according to embodiment 2 of the present utility model;
fig. 9 is a schematic top view of a square well of a sewage collection device applicable to mountain land, water and villages and towns according to embodiment 2 of the present utility model;
fig. 10 is a schematic diagram of a front view structure of a square well of a receiver suitable for a sewage collection device in a mountain area in a water town according to embodiment 2 of the present utility model;
fig. 11 is a schematic side view of a square well of a sewage collection device applicable to mountain land, water and villages and towns according to embodiment 2 of the present utility model.
In the drawings, the list of components represented by the various numbers is as follows:
1. a sewage main pipe; 4. a single tube rack; 5. river course retaining wall; 6. receiving a square well; 7. a first blind plate; 8. a pipe clamp; 9. a first outlet pipe; 10. a second blind plate; 21. a current sewage discharge pipe; 22. a service pipe; 61. a well cover; 63. a grid mesh; 64. a well chamber; 65. a mud settling tank; 90. a second outlet pipe; 100. a third blind plate; 900. and a third outlet pipe.
Detailed Description
The present utility model will be described in further detail with reference to specific examples so as to more clearly understand the present utility model by those skilled in the art.
It should be noted that the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed, unless otherwise specifically indicated and defined. The specific meaning of such terms in this patent will be understood by those of ordinary skill in the art as the case may be.
As shown in fig. 1, the villages and towns in the mountain area developed along the river planning, most of the village roads are located in front of the resident houses in the river, and natural or artificial river channels are located in the rear of the resident houses, and the resident domestic sewage is directly discharged to the river channels behind the house through the current sewage discharge pipe 21, so that serious environmental pollution is caused.
The relative relation between the resident sewage discharge pipe and the river flood level height is mainly divided into the following two cases: (1) The height of the resident sewage discharge pipe 21 is generally higher than the river flood level; (2) The height of the resident sewage discharge pipe 21 is generally lower than the river flood level.
Example 1
When the current height of the sewage discharge pipe 21 is generally higher than the river flood level, the sewage can be collected by adopting an overhead pipeline.
As shown in fig. 2, the embodiment of the utility model provides a sewage collecting device suitable for mountain land water villages and towns, which comprises a sewage main pipe 1, a user pipe 22 and a user square well 6;
the sewage main pipe 1 is longitudinally arranged along a river channel, and the downstream of the sewage main pipe 1 extends to a sewage treatment plant;
the square well 6 comprises a well chamber 64 buried underground, a grid mesh 63 detachably installed in the well chamber 64, and a well cover 61 covering the top opening of the well chamber 64, wherein the top opening of the well chamber 64 is flush with the ground, a mud settling tank 65 is fixedly arranged in the bottom of the well chamber 64, two side walls of the well chamber 64 are provided with communication ports, a current sewage discharge pipe 21 is communicated with a first communication port of the well chamber 64, one end of a service pipe 22 is communicated with a second communication port of the well chamber 64, and the other end of the service pipe 22 is communicated with the side wall of the sewage main pipe 1.
The user square well 6 and the user pipe 22 are newly built on the river bank, collected sewage can be discharged to a downstream sewage treatment plant through the main sewage pipe 1, the problem of low sewage collection rate in the mountain area in water, villages and towns is solved, and meanwhile, the river flood discharge requirement is met.
Further, the single-pipe bracket 4 is fixedly arranged on the side wall of the river retaining wall 5, the sewage main pipe 1 is fixedly arranged on the single-pipe bracket 4, the single-pipe bracket 4 is positioned above the elevation of the flood level, and the sewage main pipe 1 is lower than the elevation of the current sewage discharge pipe 21.
The installation height of the single-tube rack 4 needs to meet two requirements simultaneously: 1) The bottom of the single-pipe bracket 4 is positioned above the elevation of the flood level, so that flood discharge and navigation are not affected; 2) The sewage main pipe 1 is lower than the elevation of the current sewage discharge pipe 21, so that the effective collection of sewage is realized.
The single-tube bracket 4 is anchored into the river retaining wall 5, the anchoring point is positioned in the whole block of the river retaining wall 5, the single-tube bracket is not positioned at the gap of the block, and M10 mortar is adopted for filling. The surface of the single-tube bracket 4 can be coated with an epoxy coal tar pitch layer for corrosion prevention.
A plurality of single-tube brackets 4 can be fixedly arranged on the side wall of the river channel retaining wall 5, and the distance between two adjacent single-tube brackets 4 can be determined according to the calculation result, and is preferably 2m.
The pipe diameter of the sewage main pipe 1 is determined according to the sewage design flow. The pipe of the sewage main pipe 1 is preferably a steel pipe subjected to internal and external anti-corrosion treatment, and when the steel pipe cannot be used due to external conditions (such as difficult transportation and hoisting), a plastic pipe can be adopted.
When the sewage main pipe 1 is a plastic pipe, as shown in fig. 2, a concrete layer, preferably a C30 concrete layer, is used to prevent the pipeline from aging. When the main sewage pipe 1 is made of steel pipes, as shown in fig. 3, the pipe clamps 8 and the single-pipe rack 4 can be fixed, and then the main sewage pipe 1 is clamped and fixed by adopting the pipe clamps 8.
In this embodiment, as shown in fig. 2, the sewage collecting device further includes a first outlet pipe 9, the first outlet pipe 9 is vertically disposed, the bottom end of the first outlet pipe 9 is communicated with the side wall of the main sewage pipe 1, and a sealing cover at the top end opening of the first outlet pipe 9 is provided with a first blind plate 7.
The sewage main pipe 1 is connected with the first connecting pipes 9 upwards at intervals, the materials of the first connecting pipes 9 are the same as those of the sewage main pipe 1, and the arrangement interval of the first connecting pipes 9 meets the maintenance and overhaul requirements; the sealing cover at the top end opening of the first connecting pipe 9 is provided with a first blind plate 7 serving as a cleaning opening, and the caliber is not smaller than DN100. In actual construction, in order to avoid cutting the opening, a tee may be installed on the main sewage pipe 1, and then the tee may be connected to the first outlet pipe 9, or one communication port of the tee may be directly used as the first outlet pipe 9.
In this embodiment, when there is an execution space, the main sewage pipe 1 and the current sewage discharge pipe 21 are connected to each other through the connector square 6 and the connector pipe 22. In some other embodiments, if there is no implementation space, the sewage main pipe 1 may be directly connected to the current sewage discharge pipe 21 through the service pipe 22, that is, the service square well 6 is not provided, one end of the service pipe 22 is in communication with the current sewage discharge pipe 21, and the other end of the service pipe 22 is in communication with the side wall of the sewage main pipe 1.
In this embodiment, as shown in fig. 4, the square well 6 is composed of a well cover 61, a well chamber 64, a mud settling tank 65, and a grid 63.
The well lid 61 is opened, so that not only can the current sewage discharge pipe 21 and the service pipe 22 be cleaned and maintained, but also the requirement that residents directly incline to the inside of the service square well 6 for dumping domestic sewage and wastewater can be met. The grid net 63 is higher than the top end of the communication port of the well chamber 64, the grid net 63 can be a stainless steel grid net, the mesh size is preferably 30mm, and pollutants with larger particle size can be effectively intercepted, so that the plugging of the service pipe 22 and the sewage main pipe 1 is prevented. The purpose of the sediment tank 65 is to prevent sediment from entering the main sewage pipe 1 for sedimentation.
The pipe diameter of the service pipe 22 is preferably the same as that of the current sewage discharge pipe 21, and a 45-degree elbow is adopted at the communication position of the service pipe 22 and the sewage main pipe 1; the service pipe 22 should have a certain gradient to ensure timely discharge of sewage.
Example 2
When the current height of the sewage discharge pipe 21 is generally lower than the river flood level, if the overhead pipeline collection mode is still adopted, the elevation of the main sewage pipe 1 will be below the river flood level, and the safe operation of the main sewage pipe 1 cannot be guaranteed. At this time, a collecting mode of buried pipes under the river channel should be adopted.
As shown in fig. 7-11, the present embodiment provides a sewage collection device suitable for mountain land, water and villages and towns, comprising a sewage main pipe 1, a service pipe 22 and a service square well 6;
the sewage main pipe 1 is longitudinally arranged along a river channel, and the downstream of the sewage main pipe 1 extends to a sewage treatment plant;
the square well 6 comprises a well chamber 64 buried underground, a grid mesh 63 detachably installed in the well chamber 64, and a well cover 61 covering the top opening of the well chamber 64, wherein the top opening of the well chamber 64 is flush with the ground, a mud settling tank 65 is fixedly arranged in the bottom of the well chamber 64, two side walls of the well chamber 64 are provided with communication ports, a current sewage discharge pipe 21 is communicated with a first communication port of the well chamber 64, one end of a service pipe 22 is communicated with a second communication port of the well chamber 64, and the other end of the service pipe 22 is communicated with the side wall of the sewage main pipe 1.
The user square well 6 and the user pipe 22 are newly built on the river bank, collected sewage can be discharged to a downstream sewage treatment plant through the main sewage pipe 1, the problem of low sewage collection rate in the mountain area in water, villages and towns is solved, and meanwhile, the river flood discharge requirement is met.
Further, the main sewage pipe 1 is buried below a river bed, and the main sewage pipe 1 is a steel pipe.
Therefore, this embodiment 2 is different from embodiment 1 in that the arrangement of the main sewage pipe 1 is different.
Specifically, the sewage main pipe 1 is arranged in a buried manner along the longitudinal direction of the river channel, and the pipe diameter of the sewage main pipe 1 is determined according to the sewage design flow. The pipe of the sewage main pipe 1 is preferably a steel pipe which is subjected to internal and external anti-corrosion treatment, and a plastic pipe is not suitable for use. The elevation of the sewage main pipe 1 needs to meet the factors such as river channel flushing depth, river channel navigation, river bank foundation burial depth and the like, and when the requirements are not met, concrete layers are used for wrapping, preferably C30 concrete is used for wrapping.
As shown in fig. 8, when there is a sewage port for collecting sewage on both sides of the river or reserving a resident on the other side of the river, the main sewage pipe 1 may be provided with only one pipe and located in the center of the river bed, and simultaneously connected to the service pipes 22 on both sides.
In this embodiment, as shown in fig. 7, the sewage collecting device further includes a second outlet pipe 90, the second outlet pipe 90 is vertically disposed, the bottom end of the second outlet pipe 90 is communicated with the side wall of the main sewage pipe 1, a second blind plate 10 is disposed on the sealing cover at the opening of the top end of the second outlet pipe 90, and the second blind plate 10 is flush with the surface of the river bed.
Because the main sewage pipe 1 is located under the riverbed, in order to facilitate maintenance and overhaul, the main sewage pipe 1 is connected with the second outlet pipe 90 upwards at the connection position of each user pipe 22, a second blind plate 10 is arranged at the sealing cover at the opening of the top end of the second outlet pipe 90 and used as a cleaning opening, the caliber is not smaller than DN100, and the second blind plate 10 is connected with the second outlet pipe 90 through a flange; the elevation of the second blind plate 10 is the same as the elevation of the bottom of the river bed, and the river channel flow section is not affected. In actual construction, a tee may be attached to the main sewage pipe 1 to avoid the cut-out, and the tee may be connected to the second outlet pipe 90, or one communication port of the tee may be directly used as the second outlet pipe 90.
As shown in fig. 7, the service pipe 22 is connected to the main sewage pipe 1 vertically downward after penetrating out of the retaining wall 5, and the vertical section of the service pipe 22 after penetrating out of the retaining wall is exposed to prevent long-term flushing of water flow from affecting the operation of the pipeline, the vertical section of the service pipe 22 and the main sewage pipe 1 are wrapped with concrete, preferably C30 concrete, and the plain concrete is fixed by U-shaped steel bars and the planting bars of the retaining wall 5.
In this embodiment, the sewage collecting device further includes a third outlet pipe 900, the third outlet pipe 900 is vertically disposed, the bottom end of the third outlet pipe 900 is communicated with the service pipe 22, and a sealing cover at the opening of the top end of the third outlet pipe 900 is provided with a third blind plate 100.
For maintenance and overhaul convenience, the top of the vertical section of the service pipe 22 is connected with the third outlet pipe 900 upwards, a sealing cover at the top end opening of the third outlet pipe 900 is provided with a third blind plate 100 as a cleaning opening, the caliber is not less than DN100, and the third blind plate 100 is connected with the third outlet pipe 900 through a flange. In actual construction, to avoid cutting the opening, a tee may be used to connect the vertical section and the horizontal section of the service pipe 22, and then the tee may be connected to the third outlet pipe 900, or a connection port of the tee may be directly used as the third outlet pipe 900.
In this embodiment, when there is an execution space, the main sewage pipe 1 and the current sewage discharge pipe 21 are connected to each other through the connector square 6 and the connector pipe 22. In some other embodiments, if there is no implementation space, the sewage main pipe 1 may be directly connected to the current sewage discharge pipe 21 through the service pipe 22, that is, the service square well 6 is not provided, one end of the service pipe 22 is in communication with the current sewage discharge pipe 21, and the other end of the service pipe 22 is in communication with the side wall of the sewage main pipe 1.
In this embodiment, as shown in fig. 9, the square well 6 is composed of a well cover 61, a well chamber 64, a mud pit 65 and a stainless steel grid 63.
The well cover 61 is opened, so that the current sewage discharge pipe 21 and the service pipe 22 can be cleaned and maintained; the requirements of residents on tilting domestic sewage and wastewater in the user square well 6 can also be met, the grid net 63 can be a stainless steel grid net, the mesh size is preferably 30mm, pollutants with larger particle sizes can be effectively intercepted, and the user pipe 22 and the sewage main pipe 1 are prevented from being blocked. The purpose of the sediment tank 65 is to prevent sediment from entering the main sewage pipe 1 for sedimentation.
The pipe diameter of the service pipe 22 is preferably the same as that of the current sewage discharge pipe 21, and a 45-degree elbow is adopted at the communication position of the service pipe 22 and the sewage main pipe 1; the service pipe 22 should have a certain gradient to ensure timely discharge of sewage.
Mechanisms, components, and members not described in the specific structure of the present utility model are all existing structures already existing in the prior art. Can be purchased directly from the market.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "left," "right," and the like indicate an orientation or a positional relationship based on that shown in the drawings, and are merely for convenience of description and for simplifying the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, as well as a specific orientation configuration and operation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.
The foregoing is merely a preferred embodiment of the present utility model, and is not intended to limit the scope of the present utility model. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (8)
1. The sewage collecting device suitable for the mountain land water villages and towns is characterized by comprising a sewage main pipe (1), a user pipe (22) and a user square well (6);
the sewage main pipe (1) is longitudinally arranged along a river channel, and the downstream of the sewage main pipe (1) extends to a sewage treatment plant;
the utility model provides a well (6) connects, is including burying underground well room (64), detachable the installing grid net (63), lid in well room (64) well lid (61) of well room (64) open top department are established well room (64) open top flushes with ground, fixed desilting groove (65) that are equipped with in well room (64), well room (64) both sides wall is equipped with the intercommunication mouth, current situation sewage discharge pipe (21) with the first intercommunication mouth intercommunication of well room (64), connect house pipe (22) one end with the second intercommunication mouth intercommunication of well room (64), connect house pipe (22) other end with sewage is responsible for (1) lateral wall intercommunication.
2. The sewage collection device suitable for mountain land water villages and towns according to claim 1, wherein single-tube brackets (4) are fixedly arranged on the side walls of the river retaining walls (5), the main sewage tube (1) is fixedly arranged on the single-tube brackets (4), the single-tube brackets (4) are located above the elevation of a flood level, and the main sewage tube (1) is lower than the elevation of the current sewage discharge tube (21).
3. The sewage collection device suitable for mountain land water villages and towns according to claim 2, wherein the sewage collection device further comprises a first connecting pipe (9), the first connecting pipe (9) is arranged vertically, the bottom end of the first connecting pipe (9) is communicated with the side wall of the main sewage pipe (1), and a sealing cover at the top end opening of the first connecting pipe (9) is provided with a first blind plate (7).
4. The sewage collection device suitable for mountain land water villages and towns according to claim 1, wherein the main sewage pipe (1) is buried below a riverbed, and the main sewage pipe (1) is a steel pipe.
5. The sewage collecting device suitable for mountain land water villages and towns according to claim 4, wherein the sewage collecting device further comprises a second connecting pipe (90), the second connecting pipe (90) is arranged vertically, the bottom end of the second connecting pipe (90) is communicated with the side wall of the main sewage pipe (1), a second blind plate (10) is arranged at a sealing cover at an opening at the top end of the second connecting pipe (90), and the second blind plate (10) is flush with the surface of a river bed.
6. The sewage collecting device suitable for the mountain land water villages and towns according to claim 4, wherein the sewage collecting device further comprises a third connecting pipe (900), the third connecting pipe (900) is arranged vertically, the bottom end of the third connecting pipe (900) is communicated with the user pipe (22), and a sealing cover at the top end opening of the third connecting pipe (900) is provided with a third blind plate (100).
7. The sewage collection device suitable for mountain land water villages and towns according to claim 4, wherein the outer sides of the main sewage pipe (1) and the service pipe (22) are coated with concrete layers.
8. A sewage collection device suitable for use in mountain land water villages and towns according to claim 1, wherein said service pipe (22) has the same pipe diameter as the current sewage discharge pipe (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321943526.4U CN220377471U (en) | 2023-07-21 | 2023-07-21 | Sewage collection device suitable for mountain area is in shore water villages and towns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321943526.4U CN220377471U (en) | 2023-07-21 | 2023-07-21 | Sewage collection device suitable for mountain area is in shore water villages and towns |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220377471U true CN220377471U (en) | 2024-01-23 |
Family
ID=89563672
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321943526.4U Active CN220377471U (en) | 2023-07-21 | 2023-07-21 | Sewage collection device suitable for mountain area is in shore water villages and towns |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220377471U (en) |
-
2023
- 2023-07-21 CN CN202321943526.4U patent/CN220377471U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101967841A (en) | Method and device for implementing primary rainwater closure in municipal network system | |
| CN107630500A (en) | A kind of water supply and drainage construction method | |
| CN106545069A (en) | A kind of series connection of improvement city black and odorous water cuts dirt and receives pipe method | |
| CN112854405B (en) | Multifunctional biological detention pond and construction method thereof | |
| CN107542153A (en) | A kind of method and pipe gallery for solving urban waterlogging | |
| CN211229222U (en) | High-density built-up area utilizes three-dimensional space's distribution of rain and sewage transformation system | |
| CN220377471U (en) | Sewage collection device suitable for mountain area is in shore water villages and towns | |
| CN112982563A (en) | Sponge urban rainwater collecting and processing system and rainwater collecting and processing method | |
| CN109372085B (en) | Shunt well | |
| CN218090586U (en) | Highway roadside hidden drainage system | |
| CN111456190A (en) | Rain and sewage diversion system | |
| CN208415296U (en) | The drainage piping lane built using the pavement underground space | |
| CN109836017A (en) | A kind of residential area rainwater-collecting and the system of utilizing | |
| CN213014550U (en) | Device for cleaning and shunting | |
| CN111576334A (en) | River course cuts dirty bank wall structure | |
| CN106592734A (en) | Integrated initial rainwater purification system with functions of collection, storage, purification and transfer | |
| CN212561365U (en) | River course cuts dirty bank wall structure | |
| CN111472434A (en) | Mountain rain and flood collecting and draining device and method | |
| CN206205106U (en) | One kind collection is collected, stored, purifying, transferring integrated early-stage rainwater cleaning system | |
| CN219240723U (en) | Sewage interception hanging pipe system suitable for high-density old urban area along river | |
| CN216238847U (en) | Rainwater purification and diversion device for sponge city | |
| CN216238901U (en) | Rainwater regulation and storage pool | |
| CN215630565U (en) | Sewage intercepting device | |
| CN218970174U (en) | Structure for overhauling, emptying and dredging overhead laid pressure gravity flow sewage pipeline | |
| CN214833234U (en) | Rain sewage box culvert and rain sewage diversion system for solving black and odorous river channel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |