Multi-channel low-height drainage ditch
By setting a multi-channel design of resin concrete spacer and confluence in the drainage ditch, the problem of poor drainage in the installation height is solved, and the stable and efficient operation of the drainage system under high flow is achieved.
Patent Information
- Application Number
- CN202422114837.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-30
- Publication Date
- 2025-07-04
- Estimated Expiration
- 2034-08-30
AI Technical Summary
It is difficult to quickly and effectively discharge large amounts of water flow in existing drainage ditches when installation height is limited, and there is a risk of overflow.
The resin concrete spacer is used to make the inner part of the groove body a plurality of water collection channels, and a confluence part is provided at the end of each water collection channel, so that the multiple water collection channels are interconnected, forming a multi-channel structure to ensure uniform distribution of water flow.
Keep the drainage system smooth at high flow conditions, avoid overflow caused by water fullness in a single channel, and improve drainage efficiency and system stability.
Smart Images

Figure CN223061717U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of drainage ditches, and particularly relates to a multi-channel low-height drainage ditch. Background Art
[0002] In modern urban and industrial construction, drainage ditches play a crucial role. They can not only quickly and effectively drain rainwater and wastewater, reduce the phenomenon of ground waterlogging, but also reduce the risks of falling due to slippery ground and tire skidding.
[0003] However, with the acceleration of the urbanization process and the increasing tension of land resources, conventional drainage ditch bodies may not meet the requirements in some specific situations. For example, in some places with limited installation conditions, the installation height left for the drainage ditch is very low, but at the same time, a large amount of water needs to be quickly drained away, and a relatively high load-bearing level needs to be satisfied, while the existing drainage ditches lack such functions.
[0004] Therefore, a multi-channel low-height drainage ditch is proposed. Summary of the Utility Model
[0005] In view of this, the embodiments of the utility model hope to provide a multi-channel low-height drainage ditch to solve or alleviate the technical problems existing in the prior art, and at least provide a beneficial option.
[0006] The technical solution of the embodiments of the utility model is realized as follows: A multi-channel low-height drainage ditch includes a ditch body:
[0007] A plurality of resin concrete partition parts are integrally formed on the ditch body, and the inner part of the ditch body is divided into a plurality of water collection channels through the resin concrete partition parts;
[0008] Wherein, each end of each water collection channel has a confluence part, and the confluence parts of each water collection channel are communicated with each other;
[0009] The top horizontal plane of the resin concrete partition part is lower than the top horizontal plane of the ditch body.
[0010] In some embodiments: Side wall grooves for engaging with asphalt and concrete pavements are uniformly opened on both sides of the ditch body.
[0011] In some embodiments: A female buckle is provided at one end of the ditch body, and a male buckle is provided at the other end.
[0012] In some embodiments: When the male buckle is engaged with the female buckle, a caulking groove is formed at the interface.
[0013] In some embodiments: The resin concrete partition part is a trapezoidal structure with arc surfaces on both sides.
[0014] In some embodiments: The arc surfaces on both sides of the resin concrete spacer are concave.
[0015] In some embodiments: The height of the trench body is not higher than 85 mm.
[0016] Due to the adoption of the above technical solutions in the embodiments of the present utility model, it has the following advantages:
[0017] By providing a resin concrete spacer, the present utility model divides the inside of the trench body into multiple water collection channels, and a confluence part is arranged at the end of each water collection channel. Water flows through the water collection channels and converges at the confluence parts at both ends of the water collection channels, enabling the water flows between multiple water collection channels to communicate with each other, keeping the water volume in the three channels consistent, and avoiding the situation of water overflow in the trench body caused by water filling in one water collection channel while there is no water in other water collection channels, and being able to keep the drainage system smooth under high flow conditions.
[0018] The above summary is only for the purpose of the specification and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments and features described above, further aspects, embodiments and features of the present utility model will be readily apparent by reference to the drawings and the following detailed description. BRIEF DESCRIPTION OF THE DRAWINGS
[0019] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings required for use in the description of the embodiments or the prior art. Obviously, the drawings in the following description are only some embodiments of the present application. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.
[0020] Figure 1 It is a structural diagram of the present utility model;
[0021] Figure 2 It is a structural schematic diagram when two adjacent trench bodies of the present utility model are connected by a male buckle and a female buckle;
[0022] Figure 3 It is a top view of the present utility model;
[0023] Figure 4 It is a side view of the present utility model.
[0024] Reference numerals: 1, trench body; 11, side wall groove; 12, male buckle; 13, female buckle; 14, sealant groove; 15, confluence part; 2, resin concrete spacer; 3, water collection channel. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0025] In the following text, only some exemplary embodiments are briefly described. As those skilled in the art can recognize, the described embodiments can be modified in various different ways without departing from the spirit or scope of the present utility model. Therefore, the drawings and the description are considered to be exemplary in nature rather than restrictive.
[0026] It should be noted that terms such as "first", "second", "symmetric", "array", etc. are only used for the purpose of differentiating descriptions and position descriptions, and cannot be understood as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, features defined with "first", "symmetric", etc. may explicitly or implicitly include one or more of such features; similarly, when there is no numerical limitation on certain features in the form of words such as "two", "three", etc., it should be noted that such features also belong to explicitly or implicitly including one or more feature quantities;
[0027] In the present invention, unless otherwise clearly specified and defined, terms such as "installed", "connected", "fixed", etc. should be understood in a broad sense; for example, it can be a fixed connection, a detachable connection, or an integral molding; it can be a mechanical connection, a direct connection, a welding connection, or an indirect connection through an intermediate medium, and it can be the communication inside two elements or the interaction relationship between two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood in combination with the drawings of the specification and specific circumstances.
[0028] The embodiments of the present utility model will be described in detail below with reference to the drawings.
[0029] As Figures 1-4 shown, the embodiments of the present utility model provide a multi-channel low-height drainage ditch, including a ditch body 1:
[0030] A plurality of resin concrete partition parts 2 are integrally formed on the ditch body 1, and the inner part of the ditch body 1 is divided into a plurality of water collection channels 3 through the resin concrete partition parts 2;
[0031] Wherein, each end of each water collection channel 3 has a confluence part 15, and the confluence parts 15 of each water collection channel 3 are interconnected;
[0032] The top horizontal plane of the resin concrete partition part 2 is lower than the top horizontal plane of the ditch body 1;
[0033] In actual use, the number of the resin concrete partition parts 2 is set to two, as Figure 1As shown in the figure, there are three water collection channels 3. By increasing the number of drainage channels, the drainage efficiency is improved. Moreover, each water collection channel 3 can drain water independently, and confluence parts 15 are arranged at both ends of each water collection channel 3, so that the water flows between multiple water collection channels 3 can be interconnected, the water volume in the three channels can be kept consistent, and the situation of overflow of the ditch body caused by the water in one water collection channel 3 being full while there is no water in other water collection channels 3 can be avoided, and the drainage system can be kept smooth even under high flow conditions.
[0034] More specifically, the material of the ditch body 1 is also resin concrete. The resin concrete ditch body 1 not only needs to meet the requirements of flow rate, but also needs to ensure the structural stability and durability. The middle resin concrete spacer 2 provides a supporting role for the cover plate. Especially under high load conditions, it can maintain the integrity of the structure of the ditch body 1, prevent the cover plate from being crushed, and meet the normal drainage requirements. The reasonable support spacing divides the ditch body into three channels, ensuring the stability of the ditch body structure and uniform load bearing.
[0035] In this embodiment, specifically: Side wall grooves 11 for engaging with asphalt and concrete paving are evenly arranged on both sides of the ditch body 1. When installing the ditch body 1 of the present utility model, the paving work is often completed through asphalt and concrete. By setting the side wall grooves 11, the bonding effect with asphalt and concrete paving can be greatly increased.
[0036] In this embodiment, specifically: A female buckle 13 is provided at one end of the ditch body 1, and a male buckle 12 is provided at the other end, which is used to quickly connect adjacent drainage ditches.
[0037] More specifically: When the male buckle 12 is engaged with the female buckle 13, a caulking groove 14 is formed at the interface. The design of reserving the caulking groove 14 at the lap joint is convenient for construction waterproof sealing.
[0038] In this embodiment, specifically: The resin concrete spacer 2 is a trapezoidal structure with arc surfaces on both sides. The trapezoidal structure can improve the strength of the overall structure, and the arc surfaces on both sides of the resin concrete spacer 2 are concave. On the one hand, it can ensure the strength of the structure, and on the other hand, it can increase the flow rate of water passing through.
[0039] In this embodiment, specifically: The height of the ditch body 1 is not higher than 85 mm. Considering the limited installation height, the drainage ditch of the present utility model is designed as a low-height structure, so that the drainage ditch of the present utility model can be installed in a limited space without affecting its drainage performance. The total height of the ditch body is only 85 mm, meeting the extreme conditions of most installations.
[0040] When the utility model works: First, install the drainage ditch of the utility model at the designated position, and then connect two adjacent ditch bodies 1. When connecting, connect through the male buckle 12 and the female buckle 13, and fill waterproof glue at the caulking groove 14 formed after connection, which is convenient for construction waterproof sealing;
[0041] When in use, water flows through the water collection channel 3 and converges at the confluence part 15 at both ends of the water collection channel 3, so that the water flows between multiple water collection channels 3 can be interconnected with each other, the water volume of the three channels can be kept consistent, and the situation of ditch body water overflow caused by the water in one water collection channel 3 being full while there is no water in other water collection channels 3 can be avoided, and the drainage system can be kept smooth even under high flow conditions.
[0042] The above is only the specific implementation manner of the utility model, but the protection scope of the utility model is not limited thereto. Any person skilled in the art in the technical field disclosed by the utility model can easily think of various changes or substitutions within the technical scope disclosed by the utility model, and these should all be covered by the protection scope of the utility model. Therefore, the protection scope of the utility model should be subject to the protection scope of the claims.
Claims
1. A multi-channel low-height drainage ditch, comprising a ditch body (1), characterized in that: A plurality of resin concrete spacer parts (2) are integrally formed on the ditch body (1), and the inner part of the ditch body (1) is divided into a plurality of water collection channels (3) by the resin concrete spacer parts (2); Wherein, each end of each water collection channel (3) has a confluence part (15), and the confluence parts (15) of each water collection channel (3) are interconnected; The top horizontal plane of the resin concrete spacer part (2) is lower than the top horizontal plane of the ditch body (1).
2. The multi-channel low-height drainage ditch according to claim 1, characterized in that: Side wall grooves (11) for joining with asphalt and concrete paving are evenly formed on both sides of the ditch body (1).
3. A multi-channel low-height drainage ditch according to claim 1, characterized in that: A female buckle (13) is provided at one end of the ditch body (1), and a male buckle (12) is provided at the other end.
4. The multi-channel low-height drainage ditch according to claim 3, characterized in that: When the male buckle (12) is engaged with the female buckle (13), a caulking groove (14) is formed at the interface.
5. A multi-channel low-height drainage ditch according to claim 1, characterized in that: The resin concrete spacer part (2) is a trapezoidal structure with arc surfaces on both sides.
6. A multi-channel low-height drainage ditch according to claim 5, characterized in that: The arc surfaces on both sides of the resin concrete spacer part (2) are concave.
7. A multi-channel low-height drainage ditch according to claim 1, characterized in that: The height of the ditch body (1) is not higher than 85 mm.