A municipal road drainage structure
By installing grid seats and intercepting nets in the drainage structure of municipal roads, and utilizing the design of inclined sections and overflow holes, combined with plug-in posts and fasteners to fix the intercepting seats, the problem of garbage flowing downstream with runoff has been solved, achieving convenient and efficient garbage collection.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- HANTUO CONSTRUCTION CO LTD
- Filing Date
- 2025-06-17
- Publication Date
- 2026-06-30
AI Technical Summary
In the existing municipal road drainage system, garbage can easily flow downstream with the runoff, increasing the difficulty and workload of garbage collection.
A barrier seat and an interception net are installed in the side ditch. The inclined section and overflow hole design, combined with the plug-in post and fasteners to fix the interception seat, intercepts garbage through the interception net, and the stability is improved by the limit plate and pressure plate to ensure the interception effect.
It effectively prevents garbage from flowing downstream with runoff, reduces the difficulty of cleaning up garbage in ditches, and improves the efficiency of garbage collection.
Smart Images

Figure CN224431589U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the technical field of road drainage, and in particular to a municipal road drainage structure. Background Technology
[0002] Currently, municipal road drainage structures are a crucial component of urban infrastructure, and their design and construction quality directly impact a city's flood control and drainage capabilities, as well as traffic conditions. A well-designed drainage system can effectively remove surface water, reduce road erosion, extend road lifespan, and contribute to environmental protection.
[0003] The drainage structures in related technologies include side ditches located along both sides of the road, primarily used to collect and discharge rainwater from the road surface and shoulders. These ditches can quickly remove surface runoff from the road surface and surrounding areas, reducing erosion of the road structure. As runoff continuously flows into the ditches, it also washes surface debris into them. Under the impact of the runoff, the debris flows downstream along the ditches, eventually scattering throughout the area, thus increasing the difficulty of debris cleanup and causing significant inconvenience to the cleanup work. Utility Model Content
[0004] This application provides a municipal road drainage structure that can intercept upstream garbage in a timely manner, effectively prevent garbage from continuously moving downstream with the runoff, reduce the difficulty of cleaning up garbage in side ditches, and improve the efficiency of garbage cleaning.
[0005] The municipal road drainage structure provided in this application adopts the following technical solution:
[0006] A municipal road drainage structure includes side ditches for installation on both sides of the road, with a cover plate above the side ditches and drainage holes through the cover plate; a baffle seat is detachably installed on the inner side wall of the side ditches, and an intercepting seat is provided on the baffle seat at intervals along the flow direction of the runoff, with an intercepting net for intercepting garbage on the intercepting seat; a drainage channel is formed in the side ditches below the baffle seats, and a water collection seat is provided on the bottom outer side wall of the side ditches; a drainage pipe is provided between the drainage channel and the water collection seat, and the drainage pipe connects the drainage channel and the water collection seat.
[0007] Preferably, the baffle seat includes a horizontal section and inclined sections symmetrically arranged on both sides of the horizontal section; the inclined sections are inclined upwards in a direction away from the horizontal section; an overflow hole is provided through the inclined section, and the overflow hole is connected to the drainage channel below.
[0008] Preferably, a mounting bracket is provided on the inner side wall of the ditch, and a plug-in post is provided on the outer side wall of the interceptor seat facing the mounting bracket. The plug-in post passes through the respective mounting bracket. A fastener is threaded to the end of the plug-in post, and the fastener is used to tighten and fix the interceptor seat on the mounting bracket.
[0009] Preferably, the barrier seat is further provided with a limiting plate located below the mounting bracket, and the barrier seat and the limiting plate are in contact with each other.
[0010] Preferably, the interceptor seat is provided with a barrier, and the outer walls of the barrier are respectively abutted to their respective horizontal or inclined sections.
[0011] Preferably, the interceptor seat is provided with a handle located above the guard seat.
[0012] Preferably, the top of the interceptor seat is provided with a reinforcing plate, and a pressure plate inserted into the side ditch is provided on the side wall of the cover plate facing the reinforcing plate, and the pressure plate abuts against the reinforcing plate.
[0013] In summary, this application includes at least one of the following beneficial technical effects:
[0014] By using interception nets to trap garbage on the barrier seats, it is possible to effectively prevent garbage from continuously moving downstream with the runoff, thereby reducing the difficulty of cleaning up garbage in the ditches and improving the efficiency of garbage cleaning.
[0015] The interceptor seat is fixedly installed on top of the grid seat using plug-in posts and fasteners, ensuring its stability and reliability. A limiting plate is used to restrict the bottom of the interceptor seat, preventing it from easily detaching from the grid seat and ensuring the interception effect of the net on garbage.
[0016] The pressure plate can limit the cover plate to be positioned on the side ditch, restricting its displacement in the left and right directions along the side ditch, thus improving the stability of the cover plate and reducing the risk of it falling into the side ditch. Attached Figure Description
[0017] Figure 1 This is a schematic cross-sectional view of the overall structure installed on both sides of the road according to an embodiment of this application;
[0018] Figure 2 This is a partial structural cross-sectional schematic diagram of an embodiment of this application;
[0019] Figure 3 yes Figure 2 A schematic diagram of a partial structural explosion;
[0020] Figure 4 yes Figure 3 A schematic diagram of a localized explosion from another perspective;
[0021] Figure 5 This is a partial structural cross-sectional diagram highlighting the view from the bottom of the cover plate.
[0022] Explanation of reference numerals in the attached drawings: 1. Side ditch; 2. Cover plate; 20. Drainage hole; 21. Drainage channel; 22. Mounting bracket; 23. Pressure plate; 3. Barrier seat; 30. Horizontal section; 31. Inclined section; 32. Overflow hole; 33. Limiting plate; 4. Interception seat; 40. Interception net; 400. Insertion post; 41. Fastener; 42. Enclosure; 43. Handle; 44. Reinforcing plate; 5. Water collection seat; 6. Drainage pipe. Detailed Implementation
[0023] The present application will be further described in detail below with reference to the accompanying drawings.
[0024] This application discloses a municipal road drainage structure.
[0025] Reference Figure 1 , Figure 2 The municipal road drainage structure includes side ditches 1 installed on both sides of the road, with the length of the side ditches 1 extending along the length of the road. Multiple cover plates 2 are detachably mounted on top of the side ditches 1 to cover the top openings of the side ditches 1, and multiple drainage holes 20 are drilled through the cover plates 2. A baffle seat 3 is fixedly installed on the inner wall of the side ditches 1, and interception seats 4 are detachably mounted on the baffle seat 3, arranged at intervals along the flow direction of the runoff. The interception seats 4 are equipped with interception nets 40 for intercepting garbage.
[0026] like Figure 3 , Figure 4 As shown, the baffle seat 3 includes a horizontal section 30 and inclined sections 31 symmetrically arranged on the left and right sides of the horizontal section 30. The horizontal section 30 and the inclined sections 31 are integrally formed. The inclined sections 31 are inclined upwards in a direction away from the horizontal section 30 and are fixedly connected to the inner sidewall of the baffle seat 3. A plurality of overflow holes 32 are arranged sequentially at intervals on the inclined sections 31, with the overflow holes 32 located near the top of the inclined sections 31.
[0027] like Figure 3 , Figure 4 As shown, a drainage channel 21 is formed within the side ditch 1, located below the retaining base 3. A water collection base 5 is fixedly installed on the bottom outer wall of the side ditch 1. A drainage pipe 6 is fixedly installed between the drainage channel 21 and the water collection base 5, connecting the drainage channel 21 and the water collection base 5. An overflow hole 32 is connected to the lower drainage channel 21, and a pipe connected to the interior of the water collection base 5 is installed on the outer wall of the water collection base 5.
[0028] When runoff carries garbage from the upper drainage hole 20 into the side ditch 1, the garbage will fall onto the baffle seat 3. Under the restriction of the inclined sections 31 on both sides, the garbage will slide down along the inclined sections 31 onto the horizontal section 30, thereby reducing the probability of the overflow hole 32 being blocked by garbage.
[0029] Garbage falling onto the retaining wall 3 will be confined to the retaining wall 3 by the adjacent intercepting nets 40 on both sides. Runoff can then be smoothly discharged into the drainage channel 21 below through the overflow hole 32 and the mesh of the intercepting net 40. Finally, the runoff will be discharged into the water collection seat 5 through the drainage pipe 6, where it will be collected and discharged uniformly. By intercepting garbage on the retaining wall 3 with the intercepting nets 40, the continuous downward movement of garbage with the runoff can be effectively prevented, reducing the difficulty of cleaning garbage in the side ditch 1 and improving the efficiency of garbage cleaning.
[0030] like Figure 3 , Figure 4 As shown, a mounting bracket 22 is fixedly installed on the inner wall of the side ditch 1. Two symmetrically arranged plug-in pins 400 are fixedly installed on the outer walls of the interceptor seats 4 facing their respective adjacent mounting brackets 22. The plug-in pins 400 are respectively inserted into their respective opposite mounting brackets 22, and the ends of the plug-in pins 400 are threaded with nuts and fasteners 41, which are used to tighten and fix the interceptor seats 4 onto the mounting brackets 22.
[0031] like Figure 3 , Figure 4 As shown, a limiting plate 33 located below the mounting bracket 22 is fixedly installed on the outer wall of the barrier seat 3, and the outer wall of the interceptor seat 4 is in contact with its corresponding limiting plate 33. The interceptor seat 4 is fixedly installed on top of the barrier seat 3 by the plug-in post 400 and the fastener 41, thereby ensuring the stability and reliability of the interceptor seat 4. The limiting plate 33 is used to limit the bottom of the interceptor seat 4, making it difficult for the bottom of the interceptor seat 4 to detach from the barrier seat 3, thus ensuring the interception effect of the interception net 40 on the garbage.
[0032] like Figure 3 , Figure 4 As shown, a barrier 42 is fixedly installed on the side of the interceptor seat 4 away from the adjacent mounting bracket 22, located above the barrier seat 3. The outer walls of the barrier 42 are respectively in contact with their respective horizontal sections 30 or inclined sections 31, and the length of the barrier 42 extends along the length direction of the barrier seat 3. A handle 43 is fixedly installed on the outer wall of the interceptor seat 4 away from the mounting bracket 22, located above the barrier seat 3, so that the operator can easily slide the interceptor seat 4 along the length direction of the barrier seat 3.
[0033] After the fastener 41 is released from locking the interceptor seat 4, the interceptor seat 4 is slid along the length of the barrier seat 3, and the garbage on the barrier seat 3 is shoveled to the side of the interceptor seat 4 with the help of the enclosure 42. Finally, the garbage and the interceptor seat 4 are taken out from the barrier seat 3 together, thus achieving the purpose of cleaning up the garbage in the side ditch 1, which facilitates the cleaning of garbage.
[0034] like Figure 4 , Figure 5 As shown, a reinforcing plate 44 is fixedly installed on the top of the interceptor seat 4. A pressure plate 23 is fixedly installed on the bottom side wall of the cover plate 2, facing the reinforcing plate 44, for insertion from top to bottom into the side ditch 1. The pressure plate 23 inserted into the side ditch 1 is in contact with the inner side wall of the side ditch 1 along the vertical direction. The pressure plate 23 limits the cover plate 2 to its position on the side ditch 1, restricting its displacement in the left-right direction, improving its stability, and reducing the risk of it falling into the side ditch 1. The bottom of the pressure plate 23 abuts against the upper surface of the reinforcing plate 44, pressing the interceptor seat 4 downwards onto the barrier seat 3, further enhancing the stability and reliability of the interceptor seat 4.
[0035] The implementation principle is as follows: When runoff carries garbage from the upper drainage hole 20 into the side ditch 1, the garbage will fall onto the baffle seat 3. Limited by the inclined sections 31 on both sides, the garbage will slide down the inclined sections 31 onto the horizontal section 30, thus reducing the probability of the overflow hole 32 being blocked by garbage. The garbage falling onto the baffle seat 3 will be confined to the baffle seat 3 by the adjacent intercepting nets 40 on both sides, while the runoff can smoothly flow into the lower drainage channel 21 through the overflow hole 32 and the mesh of the intercepting nets 40. Finally, the runoff will be discharged into the water collection seat 5 through the drainage pipe 6, where the runoff is collected and discharged uniformly. By intercepting the garbage on the baffle seat 3 with the intercepting nets 40, the continuous downward movement of garbage with the runoff can be effectively prevented, reducing the difficulty of cleaning the side ditch 1 and improving the efficiency of garbage cleaning.
[0036] The interceptor seat 4 is fixedly installed on top of the barrier seat 3 by the plug-in post 400 and the fastener 41, thereby ensuring the stability and reliability of the interceptor seat 4. The limiting plate 33 is used to limit the bottom of the interceptor seat 4, so that the bottom of the interceptor seat 4 is not easy to detach from the barrier seat 3, thus ensuring the interception effect of the interception net 40 on garbage.
[0037] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.
Claims
1. A municipal road drainage structure comprising a gutter (1) for being arranged on both sides of a road, characterized in that: A cover plate (2) is provided above the side ditch (1), and a drainage hole (20) is provided through the cover plate (2); a baffle seat (3) is detachably installed on the inner side wall of the side ditch (1), and an intercepting seat (4) is provided on the baffle seat (3) arranged at intervals along the flow direction of the runoff, and an intercepting net (40) for intercepting garbage is provided on the intercepting seat (4); a drainage channel (21) is formed in the side ditch (1) located below the baffle seat (3), and a water collection seat (5) is provided on the bottom outer side wall of the side ditch (1), and a drainage pipe (6) is provided between the drainage channel (21) and the water collection seat (5), and the drainage pipe (6) connects the drainage channel (21) and the water collection seat (5) to each other.
2. The municipal road drainage structure according to claim 1, characterized in that: The baffle seat (3) includes a horizontal section (30) and inclined sections (31) symmetrically arranged on both sides of the horizontal section (30); the inclined sections (31) are inclined upward in a direction away from the horizontal section (30); an overflow hole (32) is provided through the inclined section (31), and the overflow hole (32) is connected to the drainage channel (21) below.
3. The municipal road drainage structure of claim 2, wherein: An installation frame (22) is provided on the inner side wall of the side ditch (1), and a plug-in post (400) is provided on the outer side wall of the interceptor seat (4) facing the installation frame (22). The plug-in post (400) passes through the respective opposite installation frame (22). The end of the plug-in post (400) is threaded with a fastener (41), which is used to tighten and fix the interceptor seat (4) on the installation frame (22).
4. The municipal road drainage structure of claim 3, wherein: The barrier seat (3) is also provided with a limiting plate (33) located below the mounting bracket (22), and the interceptor seat (4) is in contact with the limiting plate (33).
5. The municipal road drainage structure of claim 3, wherein: The interceptor seat (4) is provided with a barrier (42), and the outer wall of the barrier (42) is respectively attached to the corresponding horizontal section (30) or inclined section (31).
6. The municipal road drainage structure of claim 3, wherein: The interceptor seat (4) is provided with a handle (43) located above the guard seat (3).
7. The municipal road drainage structure of claim 3, wherein: The top of the interceptor seat (4) is provided with a reinforcing plate (44), and the side wall of the cover plate (2) facing the reinforcing plate (44) is provided with a pressure plate (23) inserted into the side ditch (1), and the pressure plate (23) and the reinforcing plate (44) abut against each other.