CN210737744U - Shunt well is abandoned in prefabricated of direct-burried - Google Patents
Shunt well is abandoned in prefabricated of direct-burried Download PDFInfo
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- CN210737744U CN210737744U CN201921312169.5U CN201921312169U CN210737744U CN 210737744 U CN210737744 U CN 210737744U CN 201921312169 U CN201921312169 U CN 201921312169U CN 210737744 U CN210737744 U CN 210737744U
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Abstract
The utility model provides a direct-buried prefabricated abandoned diversion well, which comprises a diversion well body, wherein the lower end of the diversion well body is communicated with a water inlet pipe, a water distribution pipe and a abandoned flow pipe; the waste pipe is connected with an external sewage pipe network, and the water distribution pipe is connected with an external rainwater pipe network; the height of the flow discarding pipe is lower than that of the water inlet pipe, and the height of the water distribution pipe is the same as that of the water inlet pipe; the direction of the water inlet pipe is the same as that of the flow abandoning pipe, and the water distribution pipe is vertical to the flow abandoning pipe and the water inlet pipe; the diversion well body is internally provided with a water retaining weir which divides the diversion well body into a water inlet part and a flow abandoning part, the water inlet pipe and the water distribution pipe are positioned on one side of the water inlet part, and the flow abandoning pipe is positioned on one side of the flow abandoning part and is communicated with the flow abandoning part; the water retaining weir is provided with a waste launder; this is internal to be provided with the stainless steel with distribution pipe intercommunication department and cuts dirty net, the utility model discloses a this kind abandons the reposition of redundant personnel well and has already prefabricated reposition of redundant personnel well body, inlet tube, distribution pipe and abandon the flow tube in the production stage, has improved work efficiency greatly.
Description
Technical Field
The utility model belongs to the technical field of the rainwater is handled, concretely relates to shunt well is abandoned to direct-burried prefabrication.
Background
Under the condition that global fresh water lacks, the rainwater is collected and is utilized and become very necessary, at present, current rainwater abandons class equipment before the assembly, all need dig pit in advance in predetermined position and build between the equipment, need spend a large amount of manpower and materials to accomplish these infrastructures, adopts the brick mode to accomplish on the scene, and work efficiency is low, needs to inspect behind the on-the-spot brick, and the construction is very inconvenient, needs a direct landfill and overhauls convenient branch well of abandoning.
SUMMERY OF THE UTILITY MODEL
The utility model provides a shunt well is abandoned in direct-burried prefabrication to solve the problem that proposes in the background art.
In order to solve the technical problem, an embodiment of the utility model provides a direct-buried prefabricated abandoned flow-dividing well, which is characterized in that the direct-buried prefabricated abandoned flow-dividing well comprises a flow-dividing well body, wherein the lower end of the flow-dividing well body is communicated with a water inlet pipe, a water distribution pipe and an abandoned flow pipe; the waste flow pipe is connected with an external sewage pipe network, and the water distribution pipe is connected with an external rainwater pipe network; the height of the flow discarding pipe is lower than that of the water inlet pipe, and the height of the water distribution pipe is the same as that of the water inlet pipe; the water inlet pipe and the flow abandoning pipe are in the same direction, and the water distribution pipe is vertical to the flow abandoning pipe and the water inlet pipe; the water inlet pipe and the water distribution pipe are positioned on one side of the water inlet part, and the flow abandoning pipe is positioned on one side of the flow abandoning part and is communicated with the flow abandoning part; the water retaining weir is provided with a waste launder; a stainless steel sewage intercepting net is arranged at the communication position of the diversion well body and the water distribution pipe.
Further, the shunt well body is of a cylindrical structure.
The water retaining weir is arranged in the cylinder of the flow dividing well body and close to one side of the flow abandoning pipe.
Furthermore, an overflow pipe is further arranged on the flow dividing well body and connected with an external rainwater pipe network, and the height of the overflow pipe is higher than that of the water distribution pipe.
Further, abandon the chute and set up to the rectangle structure, it is 100mm apart from the bottom height of reposition of redundant personnel well body to abandon the base of chute.
Furthermore, the height of the water retaining weir is consistent with the height of the central line of the water distribution pipe.
The backwashing system comprises a backwashing pipeline, a backwashing spray head, a backwashing water tank and a drainage pipeline, wherein the backwashing pipeline is connected to a water distribution pipe through a pipeline, a tee joint and an electromagnetic water valve, the backwashing pipeline is provided with a backwashing water pump, one end of the backwashing pipeline is connected to the backwashing water tank, the other end of the backwashing pipeline is arranged at the upper end of the water distribution pipe of the diversion well body, the backwashing pipeline is connected with the backwashing spray head in the diversion well body, and the backwashing spray head faces the stainless steel sewage interception net; the water inlet part is provided with a water inlet pipe, the water inlet pipe is provided with a water inlet valve, the water inlet pipe is provided with a water outlet valve, the water outlet valve is provided with a water outlet pump, and the water outlet pipe is connected with an external sewage pipe network.
Preferably, a liquid level sensor is arranged in the backwashing water tank, the liquid level sensor transmits a liquid level signal to the control device, and the control device opens or closes the electromagnetic water valve according to the liquid level signal.
The utility model discloses an above-mentioned technical scheme's beneficial effect as follows:
the utility model discloses a prefabricated reposition of redundant personnel well that abandons of direct burial, during the use, water enters from the inlet tube, and earlier dirty rainwater passes from the abandoning chute of manger plate weir, directly walks to abandon the flow pipe and abandons the class, and later stage along with the water level risees, gets into the water distribution pipe and collects the rainwater, and when collecting and finishing, the water level continues to rise, overflows the high direct overflow of manger plate weir; the abandoned flow-dividing well is prefabricated with a flow-dividing well body, a water inlet pipe, a water distribution pipe and an abandoned flow pipe in a production stage, and only needs to be connected with related pipelines on a construction site, so that the working efficiency is greatly improved; in addition, in the production and processing stage, water leakage can be checked, the on-site check is not needed, and the use is convenient.
Drawings
Fig. 1 is a schematic structural diagram of embodiment 1 of the present invention;
fig. 2 is a side view of embodiment 1 of the present invention;
FIG. 3 is a cross-sectional view A-A of FIG. 1;
FIG. 4 is a schematic structural view of a weir of the present invention;
fig. 5 is a schematic structural view of embodiment 2 of the present invention.
Description of reference numerals: 1. a diverter well body; 2. a water inlet pipe; 3. a water distribution pipe; 4. a flow discharge pipe; 5. a water retaining weir; 6. a water inlet part; 7. a flow discarding part; 8. a waste launder; 9. a stainless steel sewage interception net; 10. a backwash system; 101. back flushing the pipeline; 102. backwashing the spray head; 103. a backwash water tank; 104. backwashing the water pump; 105. a water discharge pipeline; 106. a drain valve; 107. and (7) draining the pump.
Detailed Description
In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, the following detailed description will be given with reference to the accompanying drawings and specific embodiments.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", "front", "rear", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "connected" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
As shown in fig. 1-4, a direct-buried prefabricated abandoned flow-dividing well comprises a flow-dividing well body 1, wherein the lower end of the flow-dividing well body 1 is communicated with a water inlet pipe 2, a water distribution pipe 3 and a abandoned flow pipe 4; the flow abandoning pipe 4 is connected with an external sewage pipe network, and the water distribution pipe 3 is connected with an external rainwater pipe network; the height of the flow abandoning pipe 4 is lower than that of the water inlet pipe 2, the water inlet pipe 2 is used for collecting rainwater, and the height of the water distribution pipe 3 is the same as that of the water inlet pipe 2; the direction of the water inlet pipe 2 is the same as that of the flow discarding pipe 4, the water inlet pipe 2 and the flow discarding pipe 4 are in the X-axis direction, the water distribution pipe 3 is in the Y-axis direction, and the water distribution pipe 3 is perpendicular to the flow discarding pipe 4 and the water inlet pipe 2; the diversion well is characterized in that a water retaining weir 5 is arranged in the diversion well body 1, the water retaining weir 5 divides the diversion well body 1 into a water inlet part 6 and a flow abandoning part 7, the water inlet pipe 2 and the water distribution pipe 3 are positioned on one side of the water inlet part 6, and the flow abandoning pipe 7 is positioned on one side of the flow abandoning part 7 and communicated with the flow abandoning part 7; the water retaining weir 5 is provided with a waste launder 8; the inside stainless steel that communicates department with water distribution pipe 3 of reposition of redundant personnel well body 1 is provided with cuts dirty net 9, and stainless steel cuts dirty net 9 and can keep apart the great impurity of aquatic, avoids during great impurity gets into water distribution pipe 3, and then causes the jam in getting into outside rainwater pipe network. The utility model discloses a prefabricated reposition of redundant personnel well that abandons of direct burial, during the use, water enters from inlet tube 2, and earlier dirty rainwater passes from abandoning chute 8 of manger plate weir 5 earlier, directly abandons the class of the discharge tube 4, and later stage along with the water level risees, gets into water distribution pipe 3 and collects the rainwater, and when collecting and finishing, the water level continues to rise, crosses the high direct overflow of manger plate weir 5; the abandoned flow-dividing well is prefabricated with a flow-dividing well body 1, a water inlet pipe 2, a water distribution pipe 3 and an abandoned flow pipe 4 in a production stage, and only needs to be connected with related pipelines on a construction site, so that the working efficiency is greatly improved; in addition, in the production and processing stage, water leakage can be checked, the on-site check is not needed, and the use is convenient.
In a preferred further embodiment, the diverter well body 1 is provided as a cylindrical structure.
Wherein, the water-retaining weir 5 is arranged in the cylinder of the flow dividing well body 1 and is close to one side of the flow abandoning pipe 4.
In a preferred further embodiment, an overflow pipe is further arranged on the diversion well body 1, the overflow pipe is connected with an external rainwater pipe network, and the height of the overflow pipe is higher than that of the water distribution pipe.
In a preferred further embodiment, the drainage groove 8 is provided in a rectangular structure, and the bottom edge of the drainage groove 8 is 100mm away from the bottom of the diversion well body 1.
In a preferred further embodiment, the water dam 5 has a height corresponding to the height of the central line of the water distribution pipe 3.
Example 2
As shown in fig. 5, the difference of embodiment 2 with respect to embodiment 1 is that a direct-buried prefabricated abandoned diversion well further includes a backwashing system 10, where the backwashing system 10 includes a backwashing pipeline 101, a backwashing nozzle 102, a backwashing water tank 103 and a drainage pipeline 105, the backwashing water tank 103 is connected to a water distribution pipe 3 through a pipeline, a tee joint and an electromagnetic water valve, the backwashing pipeline 101 is provided with a backwashing water pump 104, one end of the backwashing pipeline 101 is connected to the backwashing water tank 103, the other end of the backwashing pipeline 101 is arranged at the upper end of the water distribution pipe 3 of the diversion well body 1, the backwashing pipeline 101 is connected to the backwashing nozzle 102 in the diversion well body 1, and the backwashing nozzle 102 faces a stainless steel sewage interception net 9; the lower extreme of portion 6 of intaking is provided with drainage pipe 105, be provided with drain valve 106 and drain pump 107 on the drainage pipe 105, drainage pipe 105 connects outside sewer pipe network. Through being provided with back flush system 10, can discharge the dirt on the stainless steel blowdown net 9, avoid the dirt to pile up on stainless steel blowdown net 9, cause the interior circulation of water distribution pipe 3 interior not smooth.
Preferably, a liquid level sensor is arranged in the backwash water tank 103, the liquid level sensor transmits a liquid level signal to the control device, and the control device opens or closes the electromagnetic water valve according to the liquid level signal.
When the liquid level sensor detects that the electromagnetic water valve is opened, water in the water distribution pipe 3 enters the backwashing water tank 103 through the tee joint and the pipeline, when the timer in the control device needs to reach the set backwashing time, the control device controls the backwashing water pump 104 to be opened for backwashing, and then the drain valve 106 and the drain pump 107 are opened to drain the sewage after backwashing to an external sewage pipe network through the drain pipe 105.
The foregoing is a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and these improvements and decorations should also be regarded as the protection scope of the present invention.
Claims (8)
1. A direct-buried prefabricated abandoned flow distribution well is characterized by comprising a flow distribution well body, wherein the lower end of the flow distribution well body is communicated with a water inlet pipe, a water distribution pipe and a abandoned flow pipe; the waste flow pipe is connected with an external sewage pipe network, and the water distribution pipe is connected with an external rainwater pipe network; the height of the flow discarding pipe is lower than that of the water inlet pipe, and the height of the water distribution pipe is the same as that of the water inlet pipe; the water inlet pipe and the flow abandoning pipe are in the same direction, and the water distribution pipe is vertical to the flow abandoning pipe and the water inlet pipe; the water inlet pipe and the water distribution pipe are positioned on one side of the water inlet part, and the flow abandoning pipe is positioned on one side of the flow abandoning part and is communicated with the flow abandoning part; the water retaining weir is provided with a waste launder; a stainless steel sewage intercepting net is arranged at the communication position of the diversion well body and the water distribution pipe.
2. A prefabricated abandoned flow distribution well for direct burial according to the claim 1, wherein the flow distribution well body is arranged into a cylindrical structure.
3. The prefabricated abandoned flow diversion well for direct burial according to claim 2, wherein the water retaining weir is arranged in the cylinder of the flow diversion well body and close to one side of the abandoned flow pipe.
4. A prefabricated reposition of redundant personnel well of abandoning of direct-burried according to claim 1, characterized in that still is provided with an overflow pipe on the reposition of redundant personnel well body, the overflow pipe is connected outside rainwater pipe network, the height of overflow pipe is higher than the height of distribution pipe.
5. The prefabricated reposition of redundant personnel well of directly burying of claim 1, characterized in that abandoning the chute and setting up as rectangular structure, the base of abandoning the chute is 100mm apart from the bottom height of reposition of redundant personnel well body.
6. The prefabricated abandoned flow well for direct burial according to the claim 1, wherein the height of the water retaining weir is consistent with the height of the center line of the water distribution pipe.
7. The direct-buried prefabricated abandoned flow splitting well according to claim 1, further comprising a backwashing system, wherein the backwashing system comprises a backwashing pipeline, a backwashing spray head, a backwashing water tank and a drainage pipeline, the backwashing water tank is connected to a water distribution pipe through a pipeline, a tee joint and an electromagnetic water valve, a backwashing water pump is arranged on the backwashing pipeline, one end of the backwashing pipeline is connected to the backwashing water tank, the other end of the backwashing pipeline is arranged at the upper end of the water distribution pipe of the flow splitting well body, the backwashing pipeline is connected with the backwashing spray head in the flow splitting well body, and the backwashing spray head faces a stainless steel sewage intercepting net; the water inlet part is provided with a water inlet pipe, the water inlet pipe is provided with a water inlet valve, the water inlet pipe is provided with a water outlet valve, the water outlet valve is provided with a water outlet pump, and the water outlet pipe is connected with an external sewage pipe network.
8. The prefabricated reposition of redundant personnel well of directly burying of claim 7, characterized in that, be provided with level sensor in the backwash water tank, level sensor transmits the liquid level signal to controlling means, controlling means opens or closes the electromagnetism water valve according to the liquid level signal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921312169.5U CN210737744U (en) | 2019-08-14 | 2019-08-14 | Shunt well is abandoned in prefabricated of direct-burried |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921312169.5U CN210737744U (en) | 2019-08-14 | 2019-08-14 | Shunt well is abandoned in prefabricated of direct-burried |
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| Publication Number | Publication Date |
|---|---|
| CN210737744U true CN210737744U (en) | 2020-06-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921312169.5U Active CN210737744U (en) | 2019-08-14 | 2019-08-14 | Shunt well is abandoned in prefabricated of direct-burried |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359947A (en) * | 2020-11-19 | 2021-02-12 | 江苏海绵城市技术研究院有限公司 | Shutter type abandoning and distributing well |
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2019
- 2019-08-14 CN CN201921312169.5U patent/CN210737744U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359947A (en) * | 2020-11-19 | 2021-02-12 | 江苏海绵城市技术研究院有限公司 | Shutter type abandoning and distributing well |
| CN112359947B (en) * | 2020-11-19 | 2022-04-15 | 江苏海绵城市技术研究院有限公司 | Shutter type abandoning and distributing well |
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