CN216475468U - Cut dirty main pipe and prevent flowing backward reposition of redundant personnel well - Google Patents
Cut dirty main pipe and prevent flowing backward reposition of redundant personnel well Download PDFInfo
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- CN216475468U CN216475468U CN202123281481.2U CN202123281481U CN216475468U CN 216475468 U CN216475468 U CN 216475468U CN 202123281481 U CN202123281481 U CN 202123281481U CN 216475468 U CN216475468 U CN 216475468U
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Abstract
The utility model provides a cut dirty main pipe and prevent flowing backward reposition of redundant personnel well, including setting up intake antrum in basic encirclement, cutting dirty chamber and going out the water cavity, cut dirty chamber and go out the water cavity and be located intake antrum one side, the intake antrum with cut and be equipped with the drain pump between the dirty chamber, the intake antrum with go out to be equipped with between the water cavity and prevent flowing backward the device, the drain pump with prevent flowing backward the device and be used for controlling respectively and cut dirty chamber and go out the intercommunication between water cavity and the intake antrum. The problem of traditional reposition of redundant personnel well receive to cut dirty main pipe water level influence great, have to cut dirty main pipe sewage pipe, reposition of redundant personnel well water-holding capacity is limited, influences the normal work of reposition of redundant personnel well is solved, is fit for promoting.
Description
Technical Field
The utility model belongs to the technical field of the water treatment technique and specifically relates to a cut dirty main pipe and prevent flowing backward reposition of redundant personnel well.
Background
The sewage interception main pipe water level is variable, and is sometimes high, and is sometimes low, can be than higher when like drainage peak or rainfall, especially in southern city of rainy, and ground water level is high, sometimes even because the pipeline leakproofness problem for the sewage interception main pipe is in high water level operation for a long time (pipeline full flow, inspection shaft liquid level and ground water level parallel and level), can bring following problem: (1) sewage in the sewage intercepting main pipe can flow back into the diversion well and even can be discharged into a river channel through the water outlet; (2) in order to enable the diversion well to have a sewage interception function, the water level of the water inlet pipe needs to be suppressed to be higher than that of the sewage interception main pipe, so that high-water-level operation of a pipeline upstream of the diversion well can be caused, pollutants are deposited and deposited, the water passing capacity of a drainage system is reduced, and the safety of the drainage system is influenced; (3) the difference between the flood discharge water level and the actual running water level is too small, and overflow or flood discharge is frequent; (4) the mixed rainwater and sewage water of the pipeline at the upper part of the diversion well carries the pollutants deposited in the pipeline to be discharged into the river channel, so that the river channel treatment effect is influenced.
If the water level of the sewage interception main pipe is in a high water level state for a long time, in order to enable the diversion well to have the sewage interception function, the water level of the water inlet pipe needs to be suppressed to be higher than the water level of the sewage interception main pipe, upstream pipeline siltation can be caused, the water passing capacity of a drainage system is reduced, and the safety of the drainage system is influenced.
Chinese patent document CN 207567895U describes a diversion well system for preventing sewage from flowing backward, which is a structure for blocking or discharging flood by arranging a weir gate and a gate, but this structure cannot actively discharge water in the diversion well, and the overall water storage capacity is limited, so that there is a defect in the use process, and thus improvement is needed.
SUMMERY OF THE UTILITY MODEL
The utility model provides a cut dirty main pipe and prevent flowing backward reposition of redundant personnel well has solved traditional reposition of redundant personnel well and has been influenced by cutting dirty main pipe water level great, has the main pipe sewage pipe of cutting dirty, and reposition of redundant personnel well water storage capacity is limited, influences the problem of reposition of redundant personnel well normal work.
In order to solve the technical problem, the utility model discloses the technical scheme who adopts is: the utility model provides a cut dirty dry pipe and prevent flowing backward reposition of redundant personnel well, is including setting up intake antrum, cutting dirty chamber and the play water cavity in basic encirclement, cuts dirty chamber and play water cavity and is located intake antrum one side, intake antrum and cut and be equipped with the drain pump between the dirty chamber, intake antrum and play water cavity are equipped with and prevent flowing backward the device, and the drain pump is used for controlling respectively with preventing flowing backward the device and cut the dirty chamber and go out the intercommunication between water cavity and the intake antrum, and pump body one side articulates there is the flap valve, and the flap valve is located and cuts dirty intracavity.
In the preferred scheme, the water inlet cavity, the sewage intercepting cavity and the water outlet cavity are respectively communicated with the outside through a water inlet pipe, an intercepting pipe and a water outlet pipe, the water inlet pipe is positioned on one side surrounded by the foundation, and the intercepting pipe and the water outlet pipe are positioned on the other side surrounded by the foundation.
In the preferred scheme, a first partition wall is arranged in the foundation enclosure and used for separating the sewage intercepting cavity and the water outlet cavity from the water inlet cavity respectively, a second partition wall is arranged between the sewage intercepting cavity and the water outlet cavity, and the drainage pump and the backflow preventing device are arranged on the first partition wall respectively.
In a preferred scheme, the first partition wall comprises a first mounting hole and a second mounting hole, the drainage pump penetrates through the first mounting hole, the backflow prevention device is arranged on one side of the second mounting hole, and the center height of the first mounting hole is smaller than that of the second mounting hole.
In the preferred scheme, the top detachable that the basis surrounds is equipped with the apron, is equipped with first sealed lid, the sealed lid of second and the sealed lid of third on the apron, and first sealed lid, the sealed lid of second and the sealed top that sets up respectively at the intake antrum, cut dirty chamber and play water cavity of the corresponding setting of third.
In the preferred scheme, be equipped with first level gauge, second level gauge and the third level gauge that is used for monitoring the water level in intake chamber, cuts dirty chamber and the play water cavity respectively.
In the preferred scheme, the rain gauge is further arranged, a control box is arranged on one side of the rain gauge, and the rain gauge is used for monitoring the rainfall in the air.
In the preferred scheme, be provided with the buffer zone in the intake antrum, the buffer zone is located the one side that is close to the inlet tube, is equipped with in the buffer zone and blocks the sediment device.
In a preferable scheme, the water inlet pipe is positioned at one side close to the water outlet pipe, and the diameters of the water inlet pipe and the water outlet pipe are larger than the diameter of the intercepting pipe.
The utility model has the advantages that:
(1) the diversion well and the upstream pipeline thereof can be controlled to be in a low water level operation state while preventing sewage of the sewage interception main pipe from flowing backwards, so that the defects caused by high water level operation of a pipe network are avoided;
(2) the condition that 2 channels (a gravity flow channel sewage interception port and a pressure flow channel after a water pump is lifted) exist in the direction of a sewage interception main pipe in the prior art and two channels can not work simultaneously is changed into one channel, and the channel can be used for gravity outflow and pressure outflow.
(3) The mode (such as a flow-limiting gate) that the pollutant interception amount is limited by changing the water passing area of the pollutant interception channel in the prior art is changed, and the mode that the pollutant interception amount is controlled by adjusting the operation parameters of the drainage pump is more flexible and finer;
(4) the higher the liquid level of the sewage interception main pipe is, the smaller the residual flow capacity of the sewage interception main pipe is, the larger the liquid level difference between the sewage interception cavity and the water inlet cavity is, the drainage pump with the flow and the lift in inverse proportion is adopted, and the lifting flow is smaller because the lifting flow is in inverse proportion to the lift, so that the safety and the energy conservation of the whole pipe network system are facilitated;
(5) the drainage pump has the functions of large flow and low lift, and can better meet the requirement of flow lifting in rainfall;
(6) the drainage pump is adopted, so that pipelines are saved, the lifting height is small, the water pump only needs to overcome the liquid level difference between the sewage intercepting cavity and the water inlet cavity, and more energy is saved;
(7) when the rainfall early warning is received, the drainage pump can be started, the water level of the water inlet cavity is reduced to be below h1 in advance, the upstream pipeline can be fully utilized to adjust the storage volume, and the overflow frequency of a pipe network system is reduced.
The sewage interception chamber and the water outlet chamber are arranged on one side of the water inlet chamber in parallel, drainage work at different water levels can be well dealt with, the diversion well integrally meets all functions required by the diversion well, and is particularly suitable for the condition that the water level of the sewage interception chamber is higher than that of the water inlet pipe, sewage backflow of a sewage interception main pipe is effectively prevented, the mode that the sewage interception amount is limited by changing the water passing area of a sewage interception channel in the existing mode is changed, and the mode that the sewage interception amount is controlled by adjusting the operation parameters of a drainage pump is more controllable and finer; the drainage pump is adopted, so that the pipeline is saved, and more energy is saved; when the rainfall early warning is received, the drainage pump can be started, the water level of the water inlet cavity is reduced to be below h1 in advance, the upstream pipeline can be fully utilized to adjust the storage volume, and the whole operation is ensured to be safer and more efficient.
Drawings
The invention will be further explained with reference to the following figures and examples:
fig. 1 is a schematic top view of the present invention in state one;
FIG. 2 is a schematic view taken from the direction A-A of FIG. 1;
FIG. 3 is a schematic view of FIG. 1 taken along line B-B;
FIG. 4 is a schematic view of FIG. 1 taken along line C-C;
fig. 5 is a top view schematic diagram state two of the present invention;
FIG. 6 is a schematic view of the whole installation of the winding device of the present invention;
FIG. 7 is an exploded schematic view of FIG. 6;
fig. 8 is an overall schematic view of the tarpaulin of the rolling device of the present invention;
fig. 9 is an enlarged schematic view at a of fig. 8.
In the figure: a water inlet cavity 1; a water inlet pipe 101; a first liquid level meter 102; a fixing hole 103; a sewage intercepting cavity 2; a shutoff tube 201; a second liquid level meter 202; a water outlet cavity 3; a water outlet pipe 301; a third liquid level gauge 302; a drain pump 4; a pump body 401; a suction head 402; a flap valve 403; a backflow prevention device 5; a foundation surround 6; a first partition wall 7; a first mounting hole 701; a second mounting hole 702; a second partition wall 8; a rain gauge 9; a control box 10; a cover plate 11; a first seal cap 1101; a second sealing cover 1102; a third sealing cover 1103; a buffer zone 12; a winding device 13; a soft tarpaulin 1301; a reel 1302; a connecting shaft 1302; a connecting cord 1304; a bi-directional pushrod 1305; a fixed pulley 1306; a fixing ring 1307; a fixing groove 1308; a push rod 1309; a mounting plate 1310; a cross member 14; and a via 15.
Detailed Description
Example 1
As shown in fig. 1-9, a backflow prevention and diversion well for a sewage interception main pipe comprises an inlet cavity 1, a sewage interception cavity 2 and an outlet cavity 3 which are arranged in a foundation enclosure 6, wherein the sewage interception cavity 2 and the outlet cavity 3 are positioned on one side of the inlet cavity 1, a drainage pump 4 is arranged between the inlet cavity 1 and the sewage interception cavity 2, a backflow prevention device 5 is arranged between the inlet cavity 1 and the outlet cavity 3, the drainage pump 4 and the backflow prevention device 5 are respectively used for controlling the communication between the sewage interception cavity 2 and the outlet cavity 3 and the inlet cavity 1, a flap valve 403 is hinged on one side of a pump body 401, and the flap valve 403 is positioned in the sewage interception cavity 2. The drainage pump 4 adopts a QJB-W pump, the whole operation is controllable, the precision is high, and the backflow prevention device 5 can adopt a downward opening weir gate, a hydraulic rotary weir gate, a hydraulic non-return weir gate, a flap valve, a duckbill valve and the like. From this structure to make intake antrum 1 collect and hold the water on upper reaches, drain pump 4 then can cut dirty chamber 2 with the water pumping in the intake antrum 1 in, the outside nature water that flap valve 403 prevented simultaneously flows backward and enters into and cuts dirty chamber 2 in, prevents flowing backward device 5 then can discharge after reaching the flood discharge line with the water level in the intake antrum 1, when the water level in the intake antrum 1 goes out water cavity 3 low relatively simultaneously, sealed water of having stopped outside flows backward in the intake antrum 1. Set up the slope when concrete is pour to the bottom of intake antrum 1, more do benefit to water and arrange water pump 4 and prevent flowing backward 5 one side gathering, cut dirty and provide the water conservancy diversion basis for subsequent drainage.
According to the capacity requirement of on-site pollution discharge and throttling, a winding device 13 can be installed on the upper portion of the water inlet cavity 1, a cross beam 14 is installed on the upper portion of the water inlet cavity 1, the winding device 13 comprises a soft waterproof cloth 1301 and a bidirectional push rod 1305, the bidirectional push rod 1305 is connected with the soft waterproof cloth 1301 through a connecting rope 1304, a scroll 1302 is arranged on one side of the soft waterproof cloth 1301, and the scroll 1302 is rotatably arranged in the fixing hole 103.
The other side of the soft waterproof cloth 1301 is provided with a connecting shaft 1302, a connecting cable 1304 is hinged with the connecting shaft 1302 through a fixing ring 1307, the fixing ring 1307 is positioned in a fixing groove 1308, one side, far away from the connecting shaft 1302, of the connecting cable 1304 penetrates through a through hole 15 positioned on the cross beam 14 and is wound on a fixed pulley 1306, and a push rod 1309 of the bidirectional push rod 1305 is connected with the connecting cable 1304 through a mounting plate 1310. The mounting plate 1310 is in threaded connection with the ejector rod 1309, the mounting and the dismounting are convenient, and the position of the connecting rope 1304 can be changed by adjusting the position of the ejector rod of the bidirectional push rod 1305, so that the state of the soft waterproof cloth 1301 is changed.
The connecting cable 1304 is made of steel wires, the bidirectional push rod 1305 at least comprises one of an electric push rod, a hydraulic push rod or a worm gear push rod, the overall working stability is better, the service life is long, and the bidirectional push rod can work in severe environment for a long time.
The drainage pump 4 adopts a QJB-W pump, and frequent starting and stopping of the pump body easily causes damage to the pump body, so that when the water level in the water inlet cavity 1 is low and the drainage pump 4 is still required to work, the winding device 13 is in a working state at the moment, the two-way push rod 1305 is started to contract the push rod 1309 so as to drive the soft waterproof cloth 1301 to gather water to one side of the drainage pump 4, the water in the water inlet cavity 1 is in a stable state after being wound for a plurality of times according to the data base provided by the first liquid level meter 102 in the water inlet cavity 1, and the drainage pump can be closed at the moment; when the rolling device is in a non-working state, the ejector rod 1309 is extended, and then the soft waterproof cloth 1301 is attached to the bottom of the water inlet cavity 1 due to self weight and counter weight which are arranged on the back of the soft waterproof cloth 1301.
In the preferable scheme, the water inlet cavity 1, the sewage intercepting cavity 2 and the water outlet cavity 3 are respectively communicated with the outside through a water inlet pipe 101, a water intercepting pipe 201 and a water outlet pipe 301, the water inlet pipe 101 is positioned on one side of the foundation enclosure 6, and the water intercepting pipe 201 and the water outlet pipe 301 are positioned on the other side of the foundation enclosure 6. Therefore, the whole drainage is more convenient, the positions of the intercepting pipe 201 and the water outlet pipe 301 are lower than that of the water inlet pipe 101, and the drainage by using the gravity of water is facilitated.
In the preferred scheme, a first partition wall 7 is arranged in the foundation enclosure 6, the first partition wall 7 is used for separating the sewage intercepting cavity 2 and the water outlet cavity 3 from the water inlet cavity 1, a second partition wall 8 is arranged between the sewage intercepting cavity 2 and the water outlet cavity 3, and the drainage pump 4 and the backflow preventing device 5 are arranged on the first partition wall 7 respectively. With the structure, the drainage pump 4 and the backflow prevention device 5 are more convenient to fix, the whole rigidity is better, and meanwhile the second partition wall 8 avoids the mutual channeling of water in the sewage intercepting cavity 2 and the water outlet cavity 3.
In a preferred embodiment, the first partition 7 includes a first mounting hole 701 and a second mounting hole 702, the drain pump 4 is disposed in the first mounting hole 701, the backflow preventing device 5 is disposed on one side of the second mounting hole 702, and a center height of the first mounting hole 701 is smaller than a center height of the second mounting hole 702. From this structure to make drain pump 4 convenient to install on first partition wall 7, and can dismantle the maintenance as required, prevent that the refluence puts 5 then makes things convenient for the water in the intake antrum 1 to utilize gravity to discharge.
In a preferred scheme, the drainage pump 4 comprises a pump body 401, the pump body 401 is detachably arranged in the first mounting hole 701, a drainage head 402 is arranged on one side of the pump body 401, the drainage head 402 is located in the water inlet cavity 1, and a flap valve 403 is located on the other side of the pump body 401. From this structure to make whole convenient ann tear open and maintain, the pumping head 402 can be taken out the water in the intake antrum 1 to cutting in dirty chamber 2, has guaranteed that the water level of intake antrum 1 is in safe range, flap valve 403 has avoided taking place the situation of irritating when the water level of cutting dirty chamber 2 is higher than intake antrum 1.
In a preferred scheme, a cover plate 11 is detachably arranged at the top of the foundation enclosure 6, a first sealing cover 1101, a second sealing cover 1102 and a third sealing cover 1103 are arranged on the cover plate 11, and the first sealing cover 1101, the second sealing cover 1102 and the third sealing cover 1103 are respectively and correspondingly arranged at the tops of the water inlet cavity 1, the sewage intercepting cavity 2 and the water outlet cavity 3. From this structure to make can play the effect of protection reposition of redundant personnel well, conveniently look over when patrolling simultaneously, conveniently dismantle when the maintenance of overhaul, it is more convenient to operate.
In a preferred scheme, a first liquid level meter 102, a second liquid level meter 202 and a third liquid level meter 302 for monitoring water levels are respectively arranged in the water inlet cavity 1, the sewage intercepting cavity 2 and the water outlet cavity 3. First level gauge 102, second level gauge 202 and third level gauge 302 all adopt the ultrasonic wave level gauge, structure from this to make can the different regional water level states of real-time monitoring, the precision of monitoring is high, and is effectual, guarantees the high efficiency of reposition of redundant personnel well operation.
In a preferable scheme, a rain gauge 9 is further arranged, a control box 10 is arranged on one side of the rain gauge 9, and the rain gauge 9 is used for monitoring the size of rain in the air. With the structure, the operation states of the drainage pump 4 and the backflow prevention device 5 in the diversion well can be adjusted according to external monitoring data.
In the preferred scheme, a buffer zone 12 is arranged in the water inlet cavity 1, the buffer zone 12 is positioned on one side close to the water inlet pipe 101, and a slag blocking device is arranged in the buffer zone 12. 12 detachable of buffering area installs the inside wall at intake antrum 1, blocks the sediment device and can adopt crushing grid, hand-basket grid, steel graticule mesh etc.. Meanwhile, a floating manuscript fixing plate, a slag blocking float bowl and the like can be arranged in front of the backflow prevention device 5. From this structure to make can slow down the velocity of water flow, block the sediment device simultaneously and carry out artificial clearance and collection behind the cell-phone discarded object, avoided the discarded object to flow into the low reaches waters and pollute once more, also ensured the operation safety and stability of drain pump 4 simultaneously.
In a preferable scheme, the water inlet pipe 101 is positioned at one side close to the water outlet pipe 301, and the diameters of the water inlet pipe 101 and the water outlet pipe 301 are larger than the diameter of the intercepting pipe 201. The height that advances water pipe 101 is higher than outlet pipe 301, from this structure to make intake antrum 1 have stronger retaining ability, can deal with more complicated scene, do benefit to the water body simultaneously and handle and discharge.
Example 2
The use method of the anti-interception-pollution main pipe backflow intelligent diversion well comprises the following steps:
s1, in the initial state, the drainage pump 4 is closed, the backflow prevention device 5 is closed, and the water inlet cavity 1 and the sewage interception cavity 2 are communicated;
s2, monitoring the positions of the real-time water level hj of the water inlet cavity, the real-time water level hw of the sewage intercepting cavity and the real-time water level hc of the water outlet cavity in real time, and recording data;
s3, in sunny days, the drainage pump 4 is correspondingly closed or closed according to the water level h2 (set maximum value), hw and hj of the water inlet cavity;
s31, if hw is less than or equal to h2, keeping the initial state;
s32, if hw is larger than or equal to h2, the drainage pump 4 is opened until hj is reduced to a water level h1 of the water inlet cavity (the set minimum value), and the drainage pump 4 is closed;
s33, when early warning of rainfall is received, opening the drainage pump 4 in advance until hj is reduced to h 1;
s4, when raining, the working mode of the drainage pump 4 is the same as that of sunny days, and the backflow prevention device 5 is opened or closed according to the flood discharge water levels h3, hc and hj;
s41, when hj is less than or equal to h3, the anti-backflow device 5 is in a fully closed state or a state that the weir crest is higher than hc;
s42, when hj is more than h3, hj is compared with hc, and if hj is less than hc, the closing state of the natural water backflow prevention device 5 is still kept;
s43, when hj is larger than h3, hj is compared with hc, if hj is larger than or equal to hc, the backflow preventing device 5 is started, and the drainage pump 4 is kept closed;
and S5, when the rainfall meter 9 detects that the rainfall is finished, closing the backflow preventing device 5 in a delayed mode, finishing the flood discharge state of the diversion well, and recovering the sunny working mode.
The working principle is as follows:
in sunny days, the backflow prevention device 5 is in a closed state, if the real-time water level hw of the sewage interception cavity 5 is less than or equal to the water level h2 of the water inlet cavity, sewage flows to the sewage interception cavity through the gravity of the impeller gap of the drainage pump 4 at the moment, and then enters the sewage interception main pipe through the sewage interception pipe 201.
If hw is more than or equal to h2, the water level of the sewage interception main pipe is higher, sewage cannot be discharged into the sewage interception main pipe by gravity, and the QJB-W pump is started at the moment, so that the sewage in the water inlet cavity is discharged to the sewage interception main pipe through the drainage pump 4; if the real-time hj of intake antrum water level is less than h1, flap valve 403 is in the closed condition this moment, prevents to cut dirty dry pipe water and pours into intake antrum 1 into.
And when the rainfall early warning is received, the QJB-W pump is started, and the water level of the water inlet cavity 1 is reduced to be below h1 in advance.
The flow of the QJB-W pump can be obtained by calculation according to (n +1) multiplied by Qdr, wherein Qdr is the dry season sewage amount, n is the design interception multiple, and the lift of the QJB-W pump is determined by calculation according to the maximum liquid level difference of the water inlet cavity and the interception cavity.
When raining, the real-time water level hw of the sewage intercepting main pipe rises, the amount of sewage entering the sewage intercepting main pipe is limited by the size of the water through hole of the QJB-W pump, the real-time water level hj of the water inlet cavity also gradually rises, and the working state of the QJB-W pump is consistent with that of a sunny day when hj is not more than h3 and reaches the flood discharge water level h 3. The anti-backflow device is kept in a fully closed state or a state that the weir crest is higher than hc, so that the natural water body is prevented from flowing backwards; after the real-time water level hj of the water inlet cavity reaches the flood discharge water level h3, namely hj is greater than h3, hj is compared with hc, and if hj is less than hc, the closing state of the natural water backflow prevention device is still kept; if hj is larger than or equal to hc, the backflow prevention device is opened, the diversion well enters a flood discharge state, and the drainage pump 4 is kept closed.
And when the rainfall meter 9 monitors that the rainfall is finished, the anti-backflow device 5 is closed in a delayed mode, the flood discharge state of the diversion well is finished, and the sunny working mode is recovered.
The above-mentioned embodiments are merely preferred embodiments of the present invention, and should not be considered as limitations of the present invention, and the protection scope of the present invention should be defined by the technical solutions described in the claims, and includes equivalent alternatives of technical features in the technical solutions described in the claims. I.e., equivalent alterations and modifications within the scope of the invention, are also intended to be covered by the scope of this invention.
Claims (9)
1. The utility model provides a cut dirty dry pipe and prevent flowing backward reposition of redundant personnel well, characterized by: including setting up intake antrum (1) in basic surrounding (6), cutting dirty chamber (2) and play water cavity (3), cut dirty chamber (2) and play water cavity (3) and be located intake antrum (1) one side, be equipped with between intake antrum (1) and the dirt chamber (2) of cutting and arrange water pump (4), be equipped with between intake antrum (1) and the play water cavity (3) and prevent that the refluence puts (5), water pump (4) and prevent that the refluence puts (5) and be used for controlling respectively and cut the intercommunication between dirty chamber (2) and play water cavity (3) and intake antrum (1), drain pump (4) one side articulates there is flap valve (403), flap valve (403) are located and cut dirty chamber (2).
2. The sewage intercepting main pipe backflow preventing and shunting well as claimed in claim 1, wherein the sewage intercepting main pipe backflow preventing and shunting well comprises: intake chamber (1), cut dirty chamber (2) and play water cavity (3) and communicate with the outside through inlet tube (101), shutoff pipe (201) and outlet pipe (301) respectively, and inlet tube (101) are located the one side that the basis surrounds (6), and shutoff pipe (201) and outlet pipe (301) are located the opposite side that the basis surrounds (6).
3. The sewage intercepting main pipe backflow preventing and shunting well as claimed in claim 1, wherein the sewage intercepting main pipe backflow preventing and shunting well comprises: be equipped with first partition wall (7) in basic surrounding (6), first partition wall (7) are used for cutting dirty chamber (2) and play water cavity (3) and cut off with intake antrum (1) respectively, cut dirty chamber (2) and go out to be equipped with second partition wall (8) between water cavity (3), drain pump (4) and prevent that the refluence puts (5) and set up respectively on first partition wall (7).
4. The sewage interception main pipe backflow prevention and diversion well according to claim 3, which is characterized in that: the first partition wall (7) comprises a first mounting hole (701) and a second mounting hole (702), the drainage pump (4) penetrates through the first mounting hole (701), the backflow prevention device (5) is arranged on one side of the second mounting hole (702), and the center height of the first mounting hole (701) is smaller than that of the second mounting hole (702).
5. The sewage intercepting main pipe backflow preventing and shunting well as claimed in claim 1, wherein the sewage intercepting main pipe backflow preventing and shunting well comprises: the top detachable that the basis surrounded (6) is equipped with apron (11), is equipped with first sealed lid (1101), the sealed lid of second (1102) and the sealed lid of third (1103) on apron (11), and the sealed lid of first sealed lid (1101), second (1102) and the sealed lid of third (1103) correspond the top that sets up at intake antrum (1), cut dirty chamber (2) and play water cavity (3) respectively.
6. The sewage intercepting main pipe backflow preventing and shunting well as claimed in claim 2, wherein the sewage intercepting main pipe backflow preventing and shunting well comprises: the water inlet cavity (1), the sewage intercepting cavity (2) and the water outlet cavity (3) are respectively internally provided with a first liquid level meter (102), a second liquid level meter (202) and a third liquid level meter (302) which are used for monitoring the water level.
7. The sewage intercepting main pipe backflow preventing and shunting well as claimed in claim 1, wherein the sewage intercepting main pipe backflow preventing and shunting well comprises: the rain gauge is also provided with a rain gauge (9), one side of the rain gauge (9) is provided with a control box (10), and the rain gauge (9) is used for monitoring the rainfall in the air.
8. The sewage intercepting main pipe backflow preventing and shunting well as claimed in claim 1, wherein the sewage intercepting main pipe backflow preventing and shunting well comprises: a buffer zone (12) is arranged in the water inlet cavity (1), the buffer zone (12) is located on one side close to the water inlet pipe (101), and a slag blocking device is arranged in the buffer zone (12).
9. The sewage intercepting main pipe backflow preventing and shunting well as claimed in claim 2, wherein the sewage intercepting main pipe backflow preventing and shunting well comprises: the water inlet pipe (101) is positioned at one side close to the water outlet pipe (301), and the diameters of the water inlet pipe (101) and the water outlet pipe (301) are larger than that of the intercepting pipe (201).
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114182803A (en) * | 2021-12-24 | 2022-03-15 | 中交第二航务工程局有限公司 | Anti-interception-pollution main pipe backflow intelligent diversion well and use method |
| CN114182804A (en) * | 2021-12-24 | 2022-03-15 | 中交第二航务工程局有限公司 | Multifunctional intelligent flow dividing well |
-
2021
- 2021-12-24 CN CN202123281481.2U patent/CN216475468U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114182803A (en) * | 2021-12-24 | 2022-03-15 | 中交第二航务工程局有限公司 | Anti-interception-pollution main pipe backflow intelligent diversion well and use method |
| CN114182804A (en) * | 2021-12-24 | 2022-03-15 | 中交第二航务工程局有限公司 | Multifunctional intelligent flow dividing well |
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