Filtering structure for overflow port of rainwater pipe network

By combining overflow pipe submersion and filter components, the problem of overflow pipe blockage caused by light-density organic matter in the initial rainwater of petrochemical enterprises is solved, achieving pollution prevention and safe operation of the clean rainwater pipe network.

CN223951926UActive Publication Date: 2026-02-27QINGDAO HAIWAN CHEM DESIGN & RES INST CO LTD
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Patent Information

Application Number
CN202520553069.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-27
Publication Date
2026-02-27
Estimated Expiration
2035-03-27

AI Technical Summary

Technical Problem

The initial rainwater from petrochemical enterprises contains light-density organic matter, which can cause overflow pipe blockage, pollute the clean rainwater pipe network, and pose safety hazards.

Method used

The overflow pipe is submerged using an overflow pipe technology combined with a filter assembly to prevent impurities with a density less than water from entering the overflow pipe, and a filter screen to block impurities with a density greater than water, thus preventing the overflow pipe from becoming clogged.

Benefits of technology

It effectively prevents organic pollutants floating on the water surface from entering the clean rainwater pipe network, avoids overflow pipe blockage, and ensures the stable operation of the rainwater reuse system.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of rainwater pipe network overflow port filtering structures, and particularly discloses a rainwater pipe network overflow port filtering structure which comprises a water storage tank arranged underground, a partition plate arranged in the water storage tank, an initial rainwater pool and an overflow pool which are arranged on the two sides of the partition plate respectively, and an overflow pipe communicated with the overflow pool. One end of the overflow pipe is sunk at the bottom of the overflow pool, and the other end of the overflow pipe is arranged outside the overflow pool and is connected with a suction assembly; a filter assembly for preventing impurities generated by overlarge suction force of the suction assembly from blocking the overflow pipe is arranged at the joint of the overflow pipe and the bottom of the overflow pool.
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Description

TECHNICAL FIELD

[0001] The application relates to the technical field of overflow port filtering structures of rainwater pipe networks, and particularly discloses an overflow port filtering structure of a rainwater pipe network. BACKGROUND

[0002] In a petrochemical enterprise, a production device area and a tank area are key pollution prevention and control areas, and initial rainwater needs to be collected.

[0003] A petrochemical enterprise usually has a large demand for water, and the initial rainwater that has been properly treated can be reused within a certain range, such as being used in production links with low water quality requirements, such as equipment flushing, road sprinkling, and greening irrigation, so as to realize the recycling of water resources, improve the utilization efficiency of water resources, and reduce the water cost of the enterprise.

[0004] The initial rainwater pool is used for collecting rainwater in the first 20 minutes, and subsequent rainwater is overflowed into the clean rainwater pipe network through the overflow pipe of the initial rainwater pool. The initial rainwater pool is used for collecting initial rainwater in the production device area and the tank area, and the rainwater contains a small amount of combustible organic matter, most of which is insoluble in water and has a density lower than that of water. The rainwater overflowed into the clean rainwater pipe network will carry the organic matter, pollute the entire clean rainwater pipe network system, and further pollute the environment. The organic matter is flammable material, and accumulation to a certain amount will also bring safety hazards.

[0005] DESCRIPTION Figure 1 The prior art in the field is disclosed, the initial rainwater pool needs to collect and store rainwater, but the excess rainwater needs to be utilized, therefore, the overflow pipe is arranged, the excess rainwater is sucked into the clean rainwater pipe network through the water suction assembly outside the overflow pipe, due to the influence of the organic matter with a density lower than that of water, the overflow pipe is blocked for a long time. Based on the problem of overflow pipe blockage, the inventor proposes an overflow port filtering structure of a rainwater pipe network. CONTENT OF THE UTILITY MODEL

[0006] The overflow pipe sinking technical measure is adopted to prevent the organic pollutants floating on the water surface from entering the clean rainwater pipe network.

[0007] In order to achieve the above purpose, the utility model provides the following basic scheme:

[0008] An overflow port filtering structure of a rainwater pipe network, which comprises a water storage tank arranged under the ground, a partition plate arranged in the water storage tank, an initial rainwater pool and an overflow pool arranged on the two sides of the partition plate respectively, and an overflow pipe communicated with the overflow pool, one end of the overflow pipe is sunk in the bottom of the overflow pool, and the other end of the overflow pipe is arranged outside the overflow pool and connected with a suction assembly.

[0009] The connection between the overflow pipe and the bottom of the overflow pool is provided with a filter assembly for preventing sundries from blocking the overflow pipe due to excessive suction force of the suction assembly.

[0010] Further, the water storage tank adopts a concrete structure, the inner wall of the water storage tank is coated with a waterproof coating, the top of the initial rainwater pool is communicated with a rainwater inlet, the rainwater inlet is arranged on the ground, and a end cover is detachably connected to the rainwater inlet.

[0011] Further, the bottom of the overflow pool is filled with a concrete layer, and the concrete layer adopts C35.

[0012] Further, the top of the concrete layer is provided with a water collecting pit, the upper surface of the water collecting pit is used for mounting the filter assembly, and the input end of the overflow pipe is located at the inner bottom of the water collecting pit.

[0013] Further, the filter assembly comprises an outer frame, an inner frame, a filter screen arranged between the outer frame and the inner frame, and a mounting hole arranged in the inner frame and detachably connected with the input end of the overflow pipe.

[0014] Further, the outer frame is uniformly provided with mounting blocks away from the outer side of the inner frame, the mounting blocks are provided with connecting holes, connecting screws are screw-connected in the connecting holes, and the filter assembly is mounted on the upper surface of the water collecting pit through the connecting screws.

[0015] Further, the upper surface of the inner frame is uniformly provided with a plurality of fixing holes, the outer periphery of the input end of the overflow pipe is fixedly connected with a sleeve ring, the sleeve ring is provided with a plurality of latch hole corresponding in number and position to the fixing holes, and latches are connected in the latch holes to connect the latch holes and the fixing holes.

[0016] The principle and effect of the scheme are that:

[0017] 1. Compared with the prior art, the overflow pipe is sunk, one end of the overflow pipe is sunk at the bottom of the overflow pool, the other end of the overflow pipe is arranged outside the overflow pool and connected with a suction assembly, since the impurities have a smaller density than water, they will accumulate above the liquid surface, and then the device is based on this, the overflow pipe is sunk, solving the problem that the organic pollutants floating on the water surface enter the clean rainwater pipe network.

[0018] 2. Compared with the prior art, the filter assembly is arranged, the filter assembly can prevent sundries from blocking the overflow pipe due to excessive suction force of the suction assembly, since the suction assembly can suck water, in order to avoid excessive suction force of the overflow pipe, the filter assembly is arranged to avoid sundries from blocking the overflow pipe, and the filter assembly can avoid impurities with a density greater than water from sinking to the bottom, further preventing sundries from blocking the overflow pipe due to excessive suction force of the suction assembly. BRIEF DESCRIPTION OF DRAWINGS

[0019] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the embodiments description will be briefly introduced. Obviously, the drawings in the following description only constitute some embodiments of the present application, and for those skilled in the art, other drawings can also be obtained from these drawings without any creative effort.

[0020] Figure 1 A prior art schematic diagram of a rainwater pipe network overflow port filtering structure is shown;

[0021] Figure 2 An improved structure schematic diagram of a rainwater pipe network overflow port filtering structure is shown;

[0022] Figure 3 A structure schematic diagram of a filtering assembly in a rainwater pipe network overflow port filtering structure is shown;

[0023] Figure 4 An installation schematic diagram of a collar in a filtering assembly in a rainwater pipe network overflow port filtering structure is shown. DETAILED DESCRIPTION

[0024] In order to further illustrate the technical means and effects adopted by the present application to achieve the predetermined utility model purposes, the specific embodiments, structures, features and effects according to the present application will be described in detail below in combination with the drawings and preferred embodiments.

[0025] The reference signs in the drawings of the specification include: a water storage tank 1, an end cover 2, a preliminary rainwater pool 3, an overflow pool 4, rainwater 5, a ground 6, a partition plate 7, a concrete layer 8, a water collecting pit 9, a filtering assembly 10, an outer frame 1001, a mounting block 1002, a filter screen 1003, a mounting hole 1004, an inner frame 1005, an overflow pipe 11, a collar 12, and a bolt 13.

[0026] The embodiments are as shown in Figure 1 、 Figure 2 、 Figure 3 and Figure 4

[0027] A rainwater pipe network overflow port filtering structure includes a water storage tank 1 arranged below a ground 6, a partition plate 7 arranged in the water storage tank 1, a preliminary rainwater pool 3 and an overflow pool 4 arranged on both sides of the partition plate 7 respectively, and an overflow pipe 11 in communication with the overflow pool 4, one end of the overflow pipe 11 is arranged in the bottom of the overflow pool 4, and the other end of the overflow pipe 11 is arranged outside the overflow pool 4 and connected with a suction assembly.

[0028] ​The connection between the overflow pipe 11 and the bottom of the overflow pool 4 is provided with a filter assembly 10 for preventing debris from blocking the overflow pipe 11 due to excessive suction force of the suction assembly.

[0029] Regarding the setting of the device:

[0030] Firstly, the water storage tank 1 is arranged below the ground 6, so that the rainwater 5 can be collected by falling, and a partition plate 7 is arranged in the water storage tank 1. Based on the arrangement of the partition plate 7, the initial rainwater pool 3 and the overflow pool 4 are formed. The rainwater 5 in the initial rainwater pool 3 can only be collected, and then enters the overflow pool 4, because the rainwater 5 in the initial rainwater pool 3 can be used as standby;

[0031] Regarding the collection of rainwater 5 in the initial rainwater pool 3 and the construction of the water storage tank 1:

[0032] The water storage tank 1 adopts a concrete structure, and the inner wall of the water storage tank 1 is coated with a waterproof coating. The top of the initial rainwater pool 3 is communicated with a rainwater 5 inlet, which is arranged on the ground 6. The rainwater 5 inlet is detachably connected with an end cover 2.

[0033] When the rainfall is too large, the end cover 2 is opened to realize the entry of rainwater 5 into the initial rainwater pool 3. When the capacity of the initial rainwater pool 3 is exceeded, the rainwater 5 overflows the partition plate 7 and enters the overflow pool 4;

[0034] Based on the problem of impurity blockage, the bottom of the overflow pool 4 and the overflow pool 4 itself are improved:

[0035] The bottom of the overflow pool 4 is filled with a concrete layer 8, which adopts C35, mainly to provide arrangement space for the water collecting pit 9. Specifically, the top of the concrete layer 8 is provided with a water collecting pit 9, and the upper surface of the water collecting pit 9 is used for mounting the filter assembly 10. The input end of the overflow pipe 11 is located at the inner bottom of the water collecting pit 9.

[0036] Regarding the water collecting pit 9:

[0037] Since the density of impurities is mostly less than that of water, the input end of the overflow pipe 11 is directly located at the inner bottom of the water collecting pit 9 to avoid the influence of impurities, thereby avoiding the entry of impurities into the overflow pipe 11;

[0038] When the suction force of the suction assembly is too large, impurities will still enter the overflow pipe 11;

[0039] Therefore, the device is provided with a filter assembly 10:

[0040] Specifically:

[0041] The filter assembly 10 comprises an outer frame 1001, an inner frame 1005, a filter screen 1003 arranged between the outer frame 1001 and the inner frame 1005, and a mounting hole 1004 arranged in the inner frame 1005 and detachably connected with the input end of the overflow pipe 11.

[0042] The core is the filter screen 1003, which isolates the impurities with a density greater than water from sinking to the bottom, and prevents the impurities from entering the overflow pipe 11 due to excessive suction force of the suction assembly.

[0043] In order to stably install the filter assembly 10, the outer frame 1001 is provided with a mounting block 1002 arranged on the outer side away from the inner frame 1005.

[0044] The mounting block 1002 is provided with a connecting hole, and a connecting screw is threadedly connected in the connecting hole to stably install the filter assembly 10 on the upper surface of the sump 9.

[0045] In order to stably install the overflow pipe 11, the output end of the overflow pipe 11 is arranged on the mounting hole 1004.

[0046] The inner frame 1005 is uniformly provided with a plurality of fixing holes on the upper surface, the input end of the overflow pipe 11 is fixedly connected with a sleeve ring 12, the sleeve ring 12 is provided with a plurality of latch hole 13 holes corresponding in number and position to the fixing holes, and a latch 13 is connected in the latch hole 13 hole to connect the latch hole 13 hole and the fixing hole.

[0047] The latch 13 connects the latch hole 13 hole and the fixing hole to stably install the output end of the overflow pipe 11.

[0048] After the overflow pipe 11 is installed, the end cover 2 is opened, water storage is started, and then the suction assembly works to perform water suction operation on the overflow pool 4. In this process, due to the sinking arrangement of the overflow pipe 11, the impurities with a density less than water cannot enter the overflow pipe 11, and due to the arrangement of the filter assembly 10, the impurities with a density greater than water cannot enter the overflow pipe 11 under the action of large suction force, so that the overflow pipe 11 is prevented from being blocked.

[0049] The overflow pipe 11 sinking technical measure is adopted to prevent the organic pollutants floating on the water surface from entering the clean rainwater 5 pipe network.

[0050] The above merely describes preferred embodiments of the present application, and is not intended to limit the present application in any form. Although the present application has been disclosed with preferred embodiments, it is not intended to limit the present application. Any person skilled in the art can make minor changes or modifications to the disclosed technical content, or make equivalent embodiments with equivalent changes, without departing from the technical solution of the present application. Any modification, equivalent change or modification of the above embodiments, which does not depart from the technical solution of the present application, is still within the scope of the technical solution of the present application.

Claims

1. A stormwater pipe network overflow outlet filter structure characterised by, The utility model provides a rainwater storage device, which comprises a water storage tank arranged under the ground, a partition plate arranged in the water storage tank, a primary rainwater pool and an overflow pool arranged on both sides of the partition plate, and an overflow pipe connected with the overflow pool, one end of the overflow pipe being arranged in the bottom of the overflow pool and the other end of the overflow pipe being arranged outside the overflow pool and connected with a suction assembly. A filter assembly is arranged at the connection between the overflow pipe and the bottom of the overflow pool to prevent sundries from blocking the overflow pipe due to excessive suction force of the suction assembly.

2. A stormwater pipe network overflow outlet filter according to claim 1, wherein, The water storage tank is made of concrete, the inner wall of the water storage tank is coated with a waterproof coating, the top of the primary rainwater pool is connected with a rainwater inlet, the rainwater inlet is arranged on the ground, and a end cover is detachably connected to the rainwater inlet.

3. A stormwater pipe network overflow outlet filter structure according to claim 2, characterised in that, The bottom of the overflow pool is filled with a concrete layer, and the concrete layer is made of C35.

4. A stormwater pipe network overflow outlet filter structure according to claim 3, wherein, A water collecting pit is formed in the top of the concrete layer, the upper surface of the water collecting pit is used for mounting the filter assembly, and the input end of the overflow pipe is arranged in the inner bottom of the water collecting pit.

5. A stormwater pipe network overflow outlet filter structure according to claim 4, wherein, The filter assembly comprises an outer frame, an inner frame, a filter screen arranged between the outer frame and the inner frame, and a mounting hole arranged in the inner frame, and the mounting hole is detachably connected with the input end of the overflow pipe.

6. A stormwater pipe network overflow outlet filter structure according to claim 5, wherein, The outer side of the outer frame away from the inner frame is uniformly provided with mounting blocks, the mounting blocks are provided with connecting holes, connecting screws are screw-connected in the connecting holes, and the filter assembly is mounted on the upper surface of the water collecting pit through the connecting screws.

7. A stormwater pipe network overflow outlet filter structure according to claim 6, wherein, The upper surface of the inner frame is uniformly provided with a plurality of fixing holes, the outer periphery of the input end of the overflow pipe is fixedly connected with a sleeve ring, the sleeve ring is provided with a plurality of latch hole corresponding to the fixing holes in number and position, latches are connected in the latch holes, and the latch hole and the fixing hole are connected through the latches.