Separate drainage pipe network for controlling polluted rainwater and rainwater

By setting up oriental splints, closed plates and other structures in the divergent shell, the rainwater is separated from polluting rainwater to the upper and lower cavities, and automatic diversion is used to use the turbidity meter and control box of the sewage. The problem has achieved the diversion effect of non -cross pollution.

CN222413312UActive Publication Date: 2025-01-28中国建设基础设施有限公司 +4
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Patent Information

Application Number
CN202420358730.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-02-27
Publication Date
2025-01-28
Estimated Expiration
2034-02-27

AI Technical Summary

Technical Problem

During the diversion process, existing rainwater and sewage diversion technologies are difficult to completely avoid the mixing of rainwater and polluted rainwater, which leads to polluting the water quality of river channels or increasing the burden on sewage treatment plants.

Method used

By setting up oriental splints, closed plates, water shielding and semi -circular seals in the divergent shell, the internal cavity of the diversion shell is separated to the upper and lower segregation cavity, and it is equipped with sewage turbidity meter and control box to achieve rainwater and pollution rainwater Safety diversion.

Benefits of technology

The diversion of non -intertwined pollution of rainwater and polluting rainwater, avoiding the increase in the burden of river pollution and the burden of sewage treatment plants, while improving the stability and automation of the diversion process.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a separated drainage pipe network for controlling polluted rainwater and rainwater, and relates to the technical field of drainage pipe networks. The device structurally comprises a shunting shell and a water inlet pipe, the lower end of the water inlet pipe penetrates to the upper half portion of an inner cavity of the shunting shell from the top face of the shunting shell, and two parallel guide clamping plates are fixed to the middle of the left side of the inner cavity of the shunting shell; a closing plate sliding left and right is mounted between the two guide clamping plates; a semicircular groove is formed in the right end of the closing plate; diversion half pipes are fixed on the inner walls of the semicircular grooves. The inner cavity of the flow dividing shell is divided into the upper flow dividing cavity and the lower flow dividing cavity through the guide clamping plate, the sealing plate, the water baffle and the semicircular sealing plate, the current water quality condition is measured through the sewage turbidimeter, and current rainwater is selected to be discharged to a corresponding pipe network from a rainwater pipe of the upper flow dividing cavity or a sewage pipe of the lower flow dividing cavity according to the actual condition; in the diversion process, pollution rainwater is prevented from polluting up-to-standard rainwater, manual operation is not needed in the whole process, and actual use is convenient.
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Description

Technical Field

[0001] The utility model belongs to the technical field of drainage pipe networks, in particular to a drainage pipe network with a diversion system for controlling polluted rainwater and rainwater. Background Art

[0002] Rainwater and sewage separation is a drainage system that separates rainwater and sewage, and transports them through different pipes for discharge or subsequent treatment. In municipal rainwater and sewage drainage, with the development of urbanization, in line with the concept of environmental protection, the drainage pipes are divided into two groups, one for rainwater flow and discharge into the river, and the other for sewage flow and send the sewage to the sewage treatment plant for treatment. Rainwater is directly discharged into the river through the rainwater pipe network, and sewage is collected through the sewage pipe network and sent to the sewage treatment plant for treatment to avoid sewage directly entering the river and causing pollution. In addition, the collection, utilization and centralized management and discharge of rainwater can reduce the impact of water volume on sewage treatment plants and ensure the treatment efficiency of sewage treatment plants.

[0003] Domestic and foreign survey data and actual inspections have shown that the initial rainwater formed by rainfall carries pollutants such as pipe sediments, building or road dust, and its concentration is similar to or even higher than the water quality of the inlet water of the urban sewage treatment plant. If the rainwater is discharged into the river together, it will pollute the water quality of the river. If it is sent to the sewage treatment plant together, the sewage treatment capacity of the sewage treatment plant will increase. In order to solve the problem of the rainwater and sewage in the head section of the above-mentioned rainwater being directly discharged into the rainwater pipe network, a utility model patent with the authorization announcement number CN216739937U discloses a rainwater and sewage drainage pipe network. The above-mentioned technical scheme diverts rainwater and sewage to a certain extent, but a certain amount of rainwater and sewage will be mixed in the diversion process. In order to solve the above-mentioned problem, rainwater and polluted rainwater will not be mixed at all in the process of rainwater and sewage diversion. This application document provides a diversion drainage pipe network for controlling polluted rainwater and rainwater. Utility Model Content

[0004] The purpose of the utility model is to provide a diversion drainage network for controlling polluted rainwater and rainwater, by setting a guide splint, a closing plate, a water retaining plate and a semicircular sealing plate to separate the inner cavity of the diversion shell into an upper diversion cavity and a lower diversion cavity, so as to safely divert polluted rainwater and rainwater that can be discharged into a river.

[0005] In order to solve the above technical problems, the utility model is realized by the following technical solutions:

[0006] The utility model is a drainage pipe network for controlling polluted rainwater and rainwater by diversion system, comprising a diversion shell and a water inlet pipe, wherein the lower end of the water inlet pipe passes through the top surface of the diversion shell to the upper half of the inner cavity of the diversion shell, and two parallel guide clamps are fixed to the middle of the left side of the inner cavity of the diversion shell; a closing plate sliding left and right is installed between the two guide clamps; a semicircular groove is opened at the right end of the closing plate; a guide half pipe is fixed on the inner wall of the semicircular groove, and the inner and outer diameters of the guide half pipe are the same as the inner and outer diameters of the bottom of the water inlet pipe; the right side of the inner cavity of the diversion shell is provided with a guide half pipe; the inner wall of the semicircular groove is provided with a guide half pipe, and the inner and outer diameters of the guide half pipe are the same as the inner and outer diameters of the bottom of the water inlet pipe; the inner wall of the diversion shell ... A water baffle is fixed to the middle part of the side, and the upper surface of the water baffle is flush with the upper surface of the closing plate; a semicircular closing plate matched with the inner wall of the guide half pipe is fixed to the left end of the water baffle; the guide splint, closing plate, water baffle and semicircular closing plate divide the inner cavity of the diversion shell into an upper diversion chamber and a lower diversion chamber, and the upper diversion chamber and the lower diversion chamber are respectively penetrated and fixedly connected with a rainwater pipe and a sewage pipe; a sewage turbidity meter is installed through the lower end of the water inlet pipe; a control box for controlling the left and right sliding of the closing plate is installed on the left outer wall of the diversion shell.

[0007] As a preferred technical solution of the utility model, the control box is provided with an electric telescopic rod and a processor; the telescopic end of the electric telescopic rod passes through the outer wall of the diversion shell and is connected to the left end of the closing plate.

[0008] As a preferred technical solution of the utility model, a rainwater diversion device is installed between the water inlet pipe and the closing plate.

[0009] As a preferred technical solution of the utility model, the rainwater diversion device includes a gate plate, a pull rope, a fixed pulley and a branch pipe that passes through and is fixed to the outer wall of the lower end of the water inlet pipe; a gate that cooperates with the gate plate is opened on the branch pipe; the fixed pulley is fixed on the top surface of the diversion shell; the pull rope passes around the fixed pulley, one end of which is connected and fixed to the upper end of the gate plate, and the other end is connected and fixed to the upper surface of the closing plate.

[0010] As a preferred technical solution of the utility model, a blocking plate is fixed on the surface of the closing plate; when the closing plate contacts and seals with the water retaining plate, the blocking plate is located directly below the water inlet pipe.

[0011] As a preferred technical solution of the utility model, the lower diversion chamber is located directly below the water inlet pipe and a spoiler inclined plate is fixed directly below the water baffle.

[0012] The utility model has the following beneficial effects:

[0013] 1. The utility model divides the inner cavity of the diversion shell into an upper diversion cavity and a lower diversion cavity by setting a guide splint, a closing plate, a water retaining plate and a semicircular sealing plate, and cooperates with a control box and a sewage turbidity meter. The current water quality is measured by the sewage turbidity meter, and the current rainwater is selected to be discharged from the rainwater pipe of the upper diversion cavity or the sewage pipe of the lower diversion cavity to the corresponding pipe network according to the actual situation. The whole process does not require manual operation and is more convenient in actual use.

[0014] 2. The utility model divides the inner cavity of the diversion shell into an upper diversion cavity and a lower diversion cavity. When the polluted rainwater is diverted and discharged, part of the rainwater in the upper diversion cavity also flows to the lower diversion cavity, thereby realizing automatic cleaning of the upper diversion cavity and effectively avoiding cross contamination when discharging polluted rainwater.

[0015] 3. The utility model effectively ensures the structural stability of the separation between the upper diversion chamber and the lower diversion chamber by arranging a rainwater diversion device. The rainwater diversion device is linked with the closing plate. In the process of diverting clean rainwater, the rainwater flowing out when the closing plate is completely closed can clean the upper diversion chamber, ensuring that the rainwater flowing out of the upper diversion chamber is not polluted.

[0016] Of course, any product implementing the present invention does not necessarily need to achieve all of the advantages described above at the same time. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for describing the embodiments are briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.

[0018] Figure 1 The utility model is a schematic diagram of the structure of the drainage pipe network for controlling polluted rainwater and rainwater diversion.

[0019] Figure 2 It is a schematic diagram of the structure of the interior of the utility model from a first perspective.

[0020] Figure 3 It is a schematic diagram of the structure of the internal second viewing angle of the present invention.

[0021] In the accompanying drawings, the components represented by the reference numerals are listed as follows:

[0022] 1-diversion shell, 2-water inlet pipe, 3-guide splint, 4-closing plate, 5-control box, 6-diversion half pipe, 7-rainwater pipe, 8-water retaining plate, 9-semicircular sealing plate, 10-sewage pipe, 11-sewage turbidity meter, 12-electric telescopic rod, 13-gate, 14-pull rope, 15-fixed pulley, 16-blocking plate, 17-spoiler inclined plate, 21-branch pipe, 22-gate. DETAILED DESCRIPTION

[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model. Specific embodiment one:

[0025] See also Figure 1-3 As shown, the utility model is a diversion drainage network for controlling polluted rainwater and rainwater, including a diversion shell 1 and an inlet pipe 2. The lower end of the inlet pipe 2 passes through the top surface of the diversion shell 1 to the upper half of the inner cavity of the diversion shell 1. Two parallel guide clamps 3 are fixed to the middle of the left side of the inner cavity of the diversion shell 1. A closing plate 4 that slides left and right is installed between the two guide clamps 3. A semicircular groove is opened at the right end of the closing plate 4. A guide half-pipe 6 is fixed to the inner wall of the semicircular groove, and the inner and outer diameters of the guide half-pipe 6 are the same as the inner and outer diameters of the bottom of the water inlet pipe 2. A water retaining plate 8 is fixed to the middle of the right side of the inner cavity of the diversion shell 1, and the upper surface of the water retaining plate 8 is flush with the upper surface of the closing plate 4. A semicircular sealing plate 9 that cooperates with the inner wall of the guide half-pipe 6 is fixed to the left end of the water retaining plate 8. The guide splint 3, the closing plate 4, the water retaining plate 8 and the semicircular closing plate 9 divide the inner cavity of the diversion shell 1 into an upper diversion cavity and a lower diversion cavity, and the upper diversion cavity and the lower diversion cavity are respectively penetrated and fixedly connected with a rainwater pipe 7 and a sewage pipe 10. A sewage turbidity meter 11 is installed through the lower end of the water inlet pipe 2 to measure the turbidity of the rainwater currently flowing through the water inlet pipe 2. The sewage turbidity meter 11 is a MIK-PTU200 online turbidity detector. A control box 5 for controlling the left and right sliding of the closing plate 4 is installed on the left outer wall of the diversion shell 1. Among them, an electric telescopic rod 12 and a processor are arranged in the control box 5. The telescopic end of the electric telescopic rod 12 passes through the outer wall of the diversion shell 1 and is connected to the left end of the closing plate 4 to control the sliding of the closing plate 4. The processor is connected to the sewage turbidity meter 11 and the electric telescopic rod 12. The sewage turbidity meter 11 measures the turbidity of the rainwater in the current water inlet pipe 2 and transmits the information to the processor. After analysis by the processor, the electric telescopic rod 12 is controlled to realize the sliding of the closing plate 4.

[0026] When the sewage turbidity meter 11 detects that the turbidity reaches the level of polluted rainwater, the processor controls the electric telescopic rod 12 to retract and drive the closing plate 4 away from the water retaining plate 8, and a downstream channel is formed between the closing plate 4 and the water retaining plate 8. The sewage from the water inlet pipe 2 directly flows to the lower diversion chamber below, and the water in the upper diversion chamber also flows to the lower diversion chamber. During the flow, the upper diversion chamber is flushed and cleaned to ensure the cleanliness of the upper diversion chamber, and the polluted rainwater is discharged from the sewage pipe 10 into the sewage network. When the sewage turbidity meter 11 detects that the turbidity does not reach the level of polluted rainwater, the processor controls the electric telescopic rod 12 to extend and drive the closing plate 4 to move close to the water retaining plate 8, and the upper diversion chamber is completely isolated from the lower diversion chamber. The rainwater distributed by the water inlet pipe 2 is discharged from the rainwater pipe 7 of the upper diversion chamber to the rainwater network. The device measures the current water quality through the sewage turbidity meter 11, and selects the current rainwater to be discharged from the rainwater pipe 7 of the upper diversion chamber or the sewage pipe 10 of the lower diversion chamber to the corresponding pipe network according to the actual situation. The whole process does not require manual operation, which is more convenient in actual use. The overall device effectively avoids cross contamination when discharging polluted rainwater, effectively prevents sewage from flowing into the river to pollute the environment, or prevents rainwater with low turbidity from entering the sewage treatment plant, thereby increasing the sewage treatment capacity of the sewage treatment plant.

[0027] In order to prevent the clear rainwater in the water inlet pipe 2 from flowing out directly from the lower end and causing a large impact on the closing plate 4, affecting the sealing between the closing plate 4 and the guide clamping plate 3 and the water retaining plate 8, a rainwater diversion device is installed between the water inlet pipe 2 and the closing plate 4. The rainwater diversion device specifically includes a gate plate 13, a pull rope 14, a fixed pulley 15, and a branch pipe 21 that passes through and is fixed to the outer wall of the lower end of the water inlet pipe 2. A gate 22 that cooperates with the gate plate 13 is opened on the branch pipe 21. The fixed pulley 15 is fixed to the top surface of the diversion shell 1. The pull rope 14 passes around the fixed pulley 15, one end of which is connected and fixed to the upper end of the gate plate 13, and the other end is connected and fixed to the upper surface of the closing plate 4. When the sewage turbidity meter 11 detects that the turbidity does not reach the level of polluted rainwater, the processor controls the electric telescopic rod 12 to extend and drive the closing plate 4 to move close to the water retaining plate 8, the pull rope 14 drives the gate plate 13 upward along the gate 22, the branch pipe 21 is opened, and the rainwater enters the upper diversion cavity from the branch pipe 21, and the rainwater distributed by the water inlet pipe 2 is discharged from the rainwater pipe 7 of the upper diversion cavity to the rainwater pipe network. When the sewage turbidity meter 11 detects that the turbidity reaches the level of polluted rainwater, the processor controls the electric telescopic rod 12 to retract and drive the closing plate 4 away from the water retaining plate 8, the pull rope 14 changes from a tensioned state to a relaxed state, the gate plate 13 moves downward along the gate 22 to close the branch pipe 21, and the water in the water inlet pipe 2 is discharged from the lower end. In addition, in order to prevent the water flowing in the water inlet pipe 2 from impacting the closing plate 4, a blocking plate 16 is fixed on the surface of the closing plate 4. When the closing plate 4 contacts and seals with the water retaining plate 8, the blocking plate 16 is located directly below the water inlet pipe 2.

[0028] In order to directly impact the bottom of the diversion shell 1 with a high drop of water discharged from the water inlet pipe 2 , a spoiler inclined plate 17 is fixed to the lower diversion chamber directly below the water inlet pipe 2 and the water baffle 8 .

[0029] In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0030] The preferred embodiments of the utility model disclosed above are only used to help explain the utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the utility model to the specific implementation methods described. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model. The utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A diversion drainage network for controlling polluted rainwater and rainwater, comprising a diversion shell (1) and a water inlet pipe (2), wherein the lower end of the water inlet pipe (2) passes through the top surface of the diversion shell (1) to the upper half of the inner cavity of the diversion shell (1), characterized in that: Two parallel guide clamping plates (3) are fixed to the middle of the left side of the inner cavity of the flow-dividing housing (1); a closing plate (4) is installed between the two guide clamping plates (3) so as to slide left and right; A semicircular groove is formed at the right end of the closing plate (4); a guide half pipe (6) is fixed to the inner wall of the semicircular groove, and the inner and outer diameters of the guide half pipe (6) are the same as the inner and outer diameters of the bottom of the water inlet pipe (2); A water baffle (8) is fixed to the middle of the right side of the inner cavity of the diversion housing (1), and the upper surface of the water baffle (8) is arranged flush with the upper surface of the closing plate (4); a semicircular closing plate (9) is fixed to the left end of the water baffle (8) and matches the inner wall of the guide half pipe (6); The guide clamping plate (3), the closing plate (4), the water retaining plate (8) and the semicircular sealing plate (9) divide the inner cavity of the diversion housing (1) into an upper diversion cavity and a lower diversion cavity, and the upper diversion cavity and the lower diversion cavity are respectively penetrated and fixedly connected with a rainwater pipe (7) and a sewage pipe (10); A sewage turbidity meter (11) is installed through the lower end of the water inlet pipe (2); and a control box (5) for controlling the left and right sliding of the closing plate (4) is installed on the left outer wall of the diversion housing (1).

2. The drainage pipe network for controlling polluted rainwater and rainwater diversion according to claim 1 is characterized in that: The control box (5) is provided with an electric telescopic rod (12) and a processor; the telescopic end of the electric telescopic rod (12) passes through the outer wall of the diversion housing (1) and is connected to the left end of the closing plate (4).

3. The drainage pipe network for controlling polluted rainwater and rainwater diversion according to claim 1 is characterized in that: A rainwater diversion device is installed between the water inlet pipe (2) and the closing plate (4).

4. The drainage pipe network for controlling polluted rainwater and rainwater diversion according to claim 3 is characterized in that: The rainwater diversion device comprises a gate plate (13), a pull rope (14), a fixed pulley (15), and a branch pipe (21) penetrating and fixed to the outer wall of the lower end of the water inlet pipe (2); the branch pipe (21) is provided with a gate (22) cooperating with the gate plate (13); the fixed pulley (15) is fixed to the top surface of the diversion housing (1); one end of the pull rope (14) passes around the fixed pulley (15) and is connected and fixed to the upper end of the gate plate (13), and the other end is connected and fixed to the upper surface of the closing plate (4).

5. The drainage pipe network for controlling polluted rainwater and rainwater diversion according to claim 1, characterized in that: A blocking plate (16) is fixed on the surface of the closing plate (4); when the closing plate (4) is in contact and sealed with the water retaining plate (8), the blocking plate (16) is located directly below the water inlet pipe (2).

6. The drainage pipe network for controlling polluted rainwater and rainwater diversion according to claim 1, characterized in that: The lower flow diversion chamber is located directly below the water inlet pipe (2) and has a spoiler inclined plate (17) fixed thereto directly below the water baffle plate (8).