Municipal engineering closed conduit anti-blocking structure

By adopting a combination design of filter components and partition plates in the blocking structure of municipal engineering culverts, the problem of impurities accumulation affecting drainage is solved, effective filtration of inflowing water and impurities temporary storage is achieved, and the efficiency and effect of the drainage system is improved. .

CN222206679UActive Publication Date: 2024-12-20湖北中芳建设工程有限公司
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Patent Information

Application Number
CN202420931340.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-30
Publication Date
2024-12-20
Estimated Expiration
2034-04-30

AI Technical Summary

Technical Problem

During the drainage and flood discharge process of the existing municipal engineering cryptana blocking structure, large impurities flowing in with rainwater are intercepted by the filter, resulting in the accumulation of impurities affecting the drainage effect of sewers and drainage pipes.

Method used

A structure including a drainage system, drainage manhole cover, drainage pipe, filter assembly and cleaning manhole cover is designed. The filter assembly filters the inflowing water body, and the combined structure of the filter plate and the rope, winding plate, rotating shaft and torsion spring realizes impurities. Intercept and temporarily store impurities through partition plates and diversion inclined surfaces to reduce the impact on drainage and flood discharge.

Benefits of technology

Effectively filter and intercept large impurities, reduce the blockage of impurities on drainage culverts, improve the drainage effect of the drainage system, and reduce the impact of impurities on drainage and flood discharge through zoning temporary storage.

✦ Generated by Eureka AI based on patent content.

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Abstract

The municipal engineering closed conduit anti-blocking structure comprises a drainage system, a drainage well lid and a drainage pipe and further comprises a filtering assembly and a cleaning well lid, an opening is formed in the top of the drainage system, and an inner cavity of the drainage system is divided into two cavities; the drainage well lid and the cleaning well lid cover the two sets of cavities of the drainage system respectively, the drainage pipe is arranged at the inner bottom of one set of cavities in a communicating mode, and the filtering assembly is installed in the set of cavities so that the filtering assembly can filter water flowing into the drainage pipe. Through cooperative use of the drainage system and the filtering assembly, when the device is used for road surface drainage, large impurities flowing in along with water during drainage and flood discharge can be filtered and intercepted, blockage of the impurities to the drainage closed conduit is reduced, meanwhile, the intercepted impurities can be temporarily stored in a partitioned mode, and the drainage effect is improved. Therefore, the influence of intercepted impurities on drainage and flood discharge is reduced.
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Description

Technical Field

[0001] The present application relates to the technical field of municipal engineering, and in particular to a municipal engineering culvert anti-blocking structure. Background Art

[0002] With the rapid development of cities, urban municipal construction is inseparable from the construction of roads. When building roads, a supporting drainage system must be built. The drainage system is generally a culvert under the road. Sewers connected to the road surface are installed at intervals on the culvert. The sewers are connected to the drainage culvert through drainage pipes. A grate is installed on the top of the sewer. Rainwater or domestic sewage flows into the sewer through the grate, and then flows from the sewer to the culvert for discharge.

[0003] In the related technology, a Chinese patent with publication number CN214461069U proposes a municipal engineering culvert anti-blocking structure, which further filters rainwater through a filter net to reduce the entry of debris into the drain pipe and culvert, thereby reducing the blockage of the drain pipe and culvert. When the first filter net is blocked, the water level of the sewer rises, and the rainwater can flow from the overflow pipe to the culvert, draining the rainwater in time, thereby reducing the accumulation of water on the road.

[0004] The above-mentioned related technologies have the following defects: during the use of this municipal engineering culvert anti-blocking structure for drainage and flood discharge, larger impurities flowing in with rainwater will be retained in the sewer by the filter net, which will affect the drainage effect of the sewer and drain pipe when more impurities accumulate. Utility Model Content

[0005] In order to improve the problem that a large amount of impurities may affect the drainage effect of sewers and drain pipes, the present application provides a municipal engineering culvert anti-blocking structure.

[0006] The present application provides a municipal engineering culvert blocking structure using the following technical solutions:

[0007] A municipal engineering culvert anti-blocking structure includes a drainage system, a drainage manhole cover and a drainage pipe, and also includes a filter assembly and a cleaning manhole cover. The top of the drainage system is formed with an opening, and the inner cavity of the drainage system is divided into two groups of chambers. The drainage manhole cover and the cleaning manhole cover are respectively covered on the top of the two groups of chambers of the drainage system. The drainage pipe is connected to the inner bottom of one group of chambers, and the filter assembly is installed in the group of chambers, so that the filter assembly filters the water flowing into the drainage pipe.

[0008] In which, the filter assembly includes a support structure, a filter plate, at least two groups of suspension ropes, a number of winding disks equal to the number of suspension ropes, two groups of rotating shafts and at least two groups of torsion springs. The support structure is detachably installed and fixed in the drainage system and is located below the drainage manhole cover. A notch is formed at the bottom of the support structure. The filter plate is movably arranged on the inner side of the support structure, and the opposite sides of the filter plate are respectively fixedly connected to the end of at least one group of suspension ropes, the other end of each group of the suspension ropes is respectively fixedly connected to the outer wall of a group of winding disks, and each group of the suspension ropes is wound and rolled up on the winding disk, several groups of the winding disks located on the same side are fixed on the outer wall of the rotating shaft, and the two groups of the rotating shafts are rotatably connected to the opposite sides of the support structure, each group of the rotating shafts is sleeved with at least one group of torsion springs, and the two ends of the torsion springs are respectively fixedly connected to the rotating shaft and the support structure.

[0009] Furthermore, the support structure includes two groups of symmetrical hangers, low-position joists and high-position joists. The tops of the two groups of hangers are connected and fixed to the drainage system by bolts. The low-position joists and high-position joists are welded and fixed at the bottom between the two groups of hangers. The height of the high-position joists is greater than the height of the low-position joists, and the high-position joists and low-position joists are located at both ends along the length direction of the hangers. A gap at the bottom of the support structure is formed between the two groups of hangers, the low-position joists and the high-position joists.

[0010] Furthermore, two groups of support platforms are fixedly connected to the opposite sides of the two groups of hangers, and the two groups of support platforms located on the same side are rotatably connected to the two ends of the rotating shaft respectively. The middle part of the two groups of hangers is formed with an avoidance groove running through themselves, and several groups of suspension ropes located on the same side all pass through the avoidance groove.

[0011] Furthermore, the drainage system includes a sewer, a support frame and a partition plate, the top of the sewer is formed with an opening, the support frame is fixedly connected to the inner top of the sewer, and the support frame supports the drainage manhole cover and the cleaning manhole cover, the partition plate is fixed to the inner bottom of the sewer, and the partition plate divides the inner cavity of the sewer into two groups of independent chambers, and the partition plate is formed with a connecting port that connects the two groups of chambers.

[0012] Furthermore, the communication port and a virtual plane formed by a line connecting the top of the low-position joist and the top of the high-position joist are parallel to each other, and the width of the communication port is matched with the width of the filter plate.

[0013] Furthermore, a guide slope is arranged at the bottom of the chamber connected to the drain pipe, and the guide slope is inclined toward the drain pipe.

[0014] Furthermore, the drainage manhole cover is provided with a plurality of water leakage grooves along its length direction, the top of the cleaning manhole cover is arranged as a closed plane, and the cleaning manhole cover and the drainage manhole cover are both flush with the top of the drainage system.

[0015] The beneficial technical effect of the present application is that through the coordinated use of the drainage system and the filtering component, the device can filter and intercept larger impurities that flow in with the water during drainage and flood discharge during the use of the device for road drainage, thereby reducing the blockage of drainage culverts by impurities, and at the same time, the intercepted impurities can be temporarily stored in partitions, thereby reducing the impact of the intercepted impurities on drainage and flood discharge. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a cross-sectional view of the municipal engineering culvert blocking prevention structure according to an embodiment of the present application;

[0017] Figure 2 It is a schematic diagram of the overall structure of the municipal engineering culvert blocking prevention structure in the embodiment of the present application;

[0018] Figure 3 is a structural cross-sectional view of a drainage system in an embodiment of the present application;

[0019] Figure 4 is a schematic diagram of the structure of the filter assembly in the embodiment of the present application;

[0020] Figure 5 It is a schematic diagram of the structure of the hanger in the embodiment of the present application.

[0021] Figure numerals: 10, drainage system; 11, sewer; 12, support frame; 13, partition plate; 14, connecting port; 15, diversion slope; 20, drainage manhole cover; 30, drainage pipe; 40, filter assembly; 41, bracket structure; 411, hanger; 412, low-level support beam; 413, high-level support beam; 42, filter plate; 43, suspension rope; 44, winding disk; 45, rotating shaft; 46, torsion spring; 50, cleaning manhole cover. DETAILED DESCRIPTION

[0022] The technical solution of the present application will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the present application, rather than all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present application.

[0023] The present application embodiment discloses a municipal engineering culvert blocking prevention structure. Figure 1 and Figure 2The anti-blocking structure of the municipal engineering culvert may include a drainage system 10, a drainage manhole cover 20, a drainage pipe 30, a filter assembly 40 and a cleaning manhole cover 50. An opening is formed at the top of the drainage system 10, and the inner cavity of the drainage system 10 is divided into two groups of chambers. The drainage manhole cover 20 and the cleaning manhole cover 50 are respectively covered on the two groups of chambers of the drainage system 10. Several groups of water leakage grooves are formed on the drainage manhole cover 20 along its length direction so that rainwater can flow into the drainage system 10. The drainage system 10 is used to guide rainwater on the road surface into the culvert for drainage and flood discharge. The top of the cleaning manhole cover 50 is set as a closed plane. After the cleaning manhole cover 50 is removed, the impurities in the drainage system 10 can be cleaned. The cleaning manhole cover 50 and the drainage manhole cover 20 are both flush with the top of the drainage system 10, so that the entire device can be flush with the road surface, thereby avoiding affecting the road traffic. The drainage pipe 30 is connected and arranged at the inner bottom of a group of chambers, and the filter assembly 40 is installed in the group of chambers, so that the filter assembly 40 filters the water flowing into the drainage pipe 30. In this embodiment, the drainage manhole cover 20 and the cleaning manhole cover 50 can be made of cast iron die-casting.

[0024] See also Figure 3 The drainage system 10 includes a sewer 11, a support frame 12 and a partition plate 13. An opening is formed at the top of the sewer 11, and the support frame 12 is fixedly connected to the inner top of the sewer 11, and the support frame 12 is used to support the drainage manhole cover 20 and the cleaning manhole cover 50. The partition plate 13 is fixed to the inner bottom of the sewer 11, and the top of the partition plate 13 is fixedly connected to the support frame 12, so that the partition plate 13 divides the inner cavity of the sewer 11 into two groups of independent chambers, and the two groups of chambers are used for diversion and temporary storage of impurities respectively. A connecting port 14 that connects the two groups of chambers is formed on the partition plate 13, and the connecting port 14 is used to cooperate with the filter assembly 40 to introduce the impurities trapped in the chamber used for diversion into the chamber used for temporary storage of impurities. A diversion slope 15 is arranged at the bottom of the chamber connected to the drain pipe 30 , i.e., the chamber for diversion. The diversion slope 15 is inclined toward the drain pipe 30 so that the filtered water flows toward the drain pipe 30 and is introduced into the underground channel.

[0025] See also Figure 4The filter assembly 40 includes a support structure 41, a filter plate 42, at least two groups of suspension ropes 43, winding disks 44 equal in number to the suspension ropes 43, two groups of rotating shafts 45, and at least two groups of torsion springs 46. The support structure 41 is detachably fixed to the bottom of the support bracket 12 in the drainage system 10 by bolts, and the support structure 41 is simultaneously located under the drainage manhole cover 20, and a notch is formed at the bottom of the support structure 41. The filter plate 42 is movably arranged on the inner side of the support structure 41, and the two opposite sides of the filter plate 42 are respectively fixedly connected to the ends of at least one group of suspension ropes 43, and the other end of each group of suspension ropes 43 is respectively fixedly connected to the outer wall of a group of winding disks 44, and each group of suspension ropes 43 is wound and rolled on the winding disk 44, and when the winding disk 44 rotates, the suspension ropes 43 on its outer wall can be rolled up or released, thereby driving the filter plate 42 to move inside the support structure 41. The groups of winding discs 44 on the same side are fixed on the outer wall of the rotating shaft 45, and the two groups of rotating shafts 45 are rotatably connected to the opposite sides of the support structure 41, so that the rotation of the rotating shaft 45 can drive the groups of winding discs 44 on the same side to deflect simultaneously. At least one group of torsion springs 46 is sleeved on each group of rotating shafts 45, and the two ends of the torsion springs 46 are respectively fixedly connected to the rotating shaft 45 and the support structure 41. After the filter plate 42 filters the water and traps impurities above it, the filter plate 42 can move downward under the action of gravity and pull the suspension rope 43, and the rotating shaft 45 deflects, at this time, the torsion spring 46 can be deformed by force; when the impurities on the filter plate 42 are reduced, the external force on the torsion spring 46 can be reduced, and it can reduce the torsional deformation, so that the rotating shaft 45 drives the winding disc 44 to deflect and reel the suspension rope 43 to a certain extent, and at this time, the filter plate 42 can be driven to move upward.

[0026] See also Figure 5The support structure 41 includes two groups of symmetrical hangers 411, low joists 412 and high joists 413. The tops of the two groups of hangers 411 are connected and fixed to the support bracket 12 in the drainage system 10 by bolts. The low joists 412 and the high joists 413 are welded and fixed at the bottom between the two groups of hangers 411. The height of the high joists 413 is greater than the height of the low joists 412, and the high joists 413 and the low joists 412 are located at both ends along the length direction of the hangers 411. The two groups of hangers 411, the low joists 412 and the high joists 413 form a gap at the bottom of the support structure 41. When the filter plate 42 is affected by the impurities accumulated above it and moves downward to contact the low joists 412 and the high joists 413 respectively, the filter plate 42 can be in an inclined state. The virtual plane formed by the connecting line of the connecting port 14 and the top of the low joist 412 and the top of the high joist 413 is parallel to each other, and the width of the connecting port 14 is adapted to the width of the filter plate 42, so that the impurities on the inclined filter plate 42 can slide through the connecting port 14 and fall into the chamber for temporarily storing impurities. After a period of time, the sanitation staff removes the cleaning manhole cover 50 to clean the chamber. After the impurities on the filter plate 42 are reduced, the force applied to the filter plate 42 is reduced, and the filter plate 42 is less inclined under the pull of the suspension rope 43.

[0027] In this embodiment, two groups of support platforms are fixedly connected to opposite sides of the two groups of hangers 411 , and the two groups of support platforms on the same side are rotatably connected to both ends of the rotating shaft 45 , so that the hangers 411 support the deflection of the rotating shaft 45 .

[0028] In this embodiment, the middle part of the two groups of hangers 411 is formed with an avoidance groove that runs through them, and several groups of ropes 43 located on the same side all pass through the avoidance groove, so that the winding or releasing activities of the ropes 43 are not affected by the interference of the hangers 411.

[0029] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A municipal engineering culvert anti-blocking structure, comprising a drainage system (10), a drainage manhole cover (20) and a drainage pipe (30), characterized in that: The drainage system (10) also includes a filter assembly (40) and a cleaning well cover (50); the top of the drainage system (10) is formed with an opening, and the inner cavity of the drainage system (10) is divided into two groups of chambers; the drainage well cover (20) and the cleaning well cover (50) are respectively covered above the two groups of chambers of the drainage system (10); the drainage pipe (30) is connected and arranged at the inner bottom of one group of chambers, and the filter assembly (40) is installed in the group of chambers, so that the filter assembly (40) filters the water flowing into the drainage pipe (30); The filter assembly (40) comprises a support structure (41), a filter plate (42), at least two groups of suspension ropes (43), a winding disk (44) having a number equal to the number of suspension ropes (43), two groups of rotating shafts (45), and at least two groups of torsion springs (46); the support structure (41) is detachably mounted and fixed in the drainage system (10) and is located below the drainage manhole cover (20); a notch is formed at the bottom of the support structure (41); the filter plate (42) is movably arranged on the inner side of the support structure (41), and opposite sides of the filter plate (42) are respectively connected to at least one group of The ends of the suspension ropes (43) are fixedly connected, and the other ends of each group of the suspension ropes (43) are fixedly connected to the outer wall of a group of winding disks (44), and each group of the suspension ropes (43) is wound and rolled on the winding disks (44). Several groups of the winding disks (44) located on the same side are fixed on the outer wall of the rotating shaft (45), and two groups of the rotating shafts (45) are rotatably connected to opposite sides of the support structure (41). Each group of the rotating shafts (45) is sleeved with at least one group of torsion springs (46), and the two ends of the torsion springs (46) are respectively fixedly connected to the rotating shaft (45) and the support structure (41).

2. A municipal engineering culvert blocking prevention structure according to claim 1, characterized in that: The support structure (41) comprises two groups of symmetrical hangers (411), a low-position joist (412) and a high-position joist (413); the tops of the two groups of hangers (411) are connected and fixed to the drainage system (10) by bolts; the low-position joist (412) and the high-position joist (413) are welded and fixed to the bottom between the two groups of hangers (411); the height of the high-position joist (413) is greater than the height of the low-position joist (412); the high-position joist (413) and the low-position joist (412) are located at both ends along the length direction of the hanger (411); and a gap at the bottom of the support structure (41) is formed between the two groups of hangers (411), the low-position joist (412) and the high-position joist (413).

3. A municipal engineering culvert blocking prevention structure according to claim 2, characterized in that: Two groups of support platforms are fixedly connected to opposite sides of the two groups of hangers (411), and the two groups of support platforms located on the same side are rotatably connected to both ends of the rotating shaft (45) respectively.

4. A municipal engineering culvert blocking prevention structure according to claim 3, characterized in that: The middle parts of the two groups of the hangers (411) are each formed with an avoidance groove that penetrates through the hangers, and the groups of the hanger ropes (43) located on the same side all pass through the avoidance groove.

5. A municipal engineering culvert blocking prevention structure according to claim 2, characterized in that: The drainage system (10) comprises a sewer (11), a support frame (12) and a partition plate (13); the top of the sewer (11) is formed with an opening; the support frame (12) is fixedly connected to the inner top of the sewer (11); and the support frame (12) supports a drainage manhole cover (20) and a cleaning manhole cover (50); the partition plate (13) is fixed to the inner bottom of the sewer (11); and the partition plate (13) divides the inner cavity of the sewer (11) into two groups of independent chambers; and a connecting port (14) for connecting the two groups of chambers is formed on the partition plate (13).

6. A municipal engineering culvert blocking prevention structure according to claim 5, characterized in that: The communication opening (14) and a virtual plane formed by a line connecting the top of the low-position support beam (412) and the top of the high-position support beam (413) are parallel to each other, and the width of the communication opening (14) is compatible with the width of the filter plate (42).

7. A municipal engineering culvert blocking prevention structure according to claim 5 or 6, characterized in that: A flow guiding slope (15) is provided at the bottom of the chamber connected to the drain pipe (30), and the flow guiding slope (15) is inclined towards the drain pipe (30).

8. A municipal engineering culvert blocking prevention structure according to claim 7, characterized in that: The drainage manhole cover (20) is provided with a plurality of groups of water leakage grooves along its length direction, the top of the cleaning manhole cover (50) is arranged as a closed plane, and the cleaning manhole cover (50) and the drainage manhole cover (20) are both flush with the top of the drainage system (10).