Landscaping drainage pipe with shockproof concrete structure
By using concrete materials to dopant reinforcement fibers in the drain pipe and setting annular reinforcement ribs and flexible interfaces, the problem of insufficient seismic resistance of existing drain pipes is solved, and higher seismic resistance and drainage system stability are achieved.
Patent Information
- Application Number
- CN202422597558.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-25
- Publication Date
- 2025-07-29
- Estimated Expiration
- 2034-10-25
AI Technical Summary
The existing landscaping drainage pipes have shortcomings in seismic resistance, drainage efficiency and maintenance convenience, especially in areas with frequent earthquakes, which can easily be damaged, resulting in failure of the drainage system.
The drain pipe body made of concrete material is doped with reinforcement fibers, and annular reinforcement ribs and flexible interfaces are provided on the side walls. The annular reinforcement ribs are made of shock-proof materials, the flexible interfaces are made of rubber material and equipped with metal fasteners. A high elastic cushion layer can be used at the bottom to improve shock resistance.
It significantly improves the seismic resistance of the drainage pipe, reduces the impact of earthquakes on the pipeline system, prevents rupture, and enhances the stability and maintenance convenience of the drainage system.
Smart Images
Figure CN223165202U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the structural schematic diagram of a drainage pipe, and particularly relates to a landscaping drainage pipe provided with a shock-proof concrete structure. Background Technique
[0002] Landscaping drainage pipes are an important part of urban infrastructure. They are responsible for draining rainwater and irrigation water from the garden area to prevent waterlogging and soil erosion. Although the existing drainage pipes can complete the drainage task to a certain extent, they have deficiencies in seismic performance, drainage efficiency, and maintenance convenience. In earthquake-prone areas, traditional drainage pipes are prone to damage during earthquakes due to the lack of effective seismic design, resulting in the failure of the drainage system. Content of the Utility Model
[0003] The main purpose of the utility model is to provide a landscaping drainage pipe provided with a shock-proof concrete structure for improving the seismic performance of urban drainage pipes.
[0004] To achieve the above object, the utility model provides a landscaping drainage pipe provided with a shock-proof concrete structure. The landscaping drainage pipe with a shock-proof concrete structure includes a drainage pipe body. The drainage pipe body is made of a concrete material, and reinforcing fibers are doped in the concrete material; a plurality of annular reinforcing ribs are arranged on the side wall of the drainage pipe body, and the reinforcing ribs are made of a shock-proof material; flexible interfaces are arranged at both ends of the drainage pipe body.
[0005] For the landscaping drainage pipe with a shock-proof concrete structure provided by the utility model, the drainage pipe body is the main structure of the drainage pipe and is made of a concrete material, which usually has good durability and compressive strength. Reinforcing fibers are doped in the concrete material, and the addition of the reinforcing fibers can significantly improve the tensile strength and toughness of the concrete, making it more resistant to deformation and damage caused by earthquakes. A plurality of annular reinforcing ribs are arranged on the side wall of the drainage pipe, and these reinforcing ribs are made of a shock-proof material, such as steel or special concrete additives. The annular reinforcing ribs can improve the circumferential strength of the drainage pipe and prevent the pipe from cracking during an earthquake.
[0006] In a possible implementation manner, the reinforcing fibers are carbon fibers, glass fibers or aramid fibers.
[0007] In a possible implementation manner, the annular reinforcing ribs are evenly distributed at intervals on the side wall of the drainage pipe body.
[0008] In a possible implementation, the flexible interface is made of rubber material, and metal fasteners are provided at the interface. Flexible interfaces are provided at both ends of the drain pipe. These interfaces are made of rubber material, and metal fasteners are provided at the interfaces. The design of the flexible interface can absorb minor displacements at the pipe joints and reduce the impact of earthquakes on the pipe system.
[0009] In a possible implementation, a cushion layer is provided at the bottom of the drain pipe body, and the cushion layer is made of a highly elastic material. A cushion layer is provided at the bottom of the drain pipe body and is made of a highly elastic material, such as rubber or foam concrete. The cushion layer can provide additional buffering, reduce the friction between the pipe and the ground, and at the same time absorb the impact brought by seismic waves. Description of the Drawings
[0010] Figure 1 is a schematic structural diagram of a garden greening drain pipe provided with an earthquake-proof concrete structure according to the present utility model. Detailed Embodiments
[0011] The following description is used to disclose the present utility model so that those skilled in the art can implement the present utility model. The preferred embodiments described below are only examples, and other obvious variations can be envisioned by those skilled in the art. The basic principles defined in the following description can be applied to other embodiments, variations, improvements, equivalent embodiments, and other technical solutions that do not depart from the spirit and scope of the present utility model.
[0012] In the description of the present application, it should be understood that the orientation or positional relationship indicated by terms such as "upper", "lower", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present application and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present application.
[0013] In the description of the present application, terms such as "first", "second", etc. are only used for descriptive purposes and cannot be construed as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features.
[0014] Referring to the drawings Figure 1 , Figure 1 is a schematic structural diagram of a garden greening drain pipe provided with an earthquake-proof concrete structure according to the present utility model. As shown in the figure, a garden greening drain pipe provided with an earthquake-proof concrete structure according to the present utility model includes a drain pipe body 1. The drain pipe body 1 is made of concrete material, and reinforcing fibers are doped in the concrete material; a plurality of annular reinforcing ribs 2 are provided on the side wall of the drain pipe body 1, and the reinforcing ribs 2 are made of earthquake-proof materials; flexible interfaces 3 are provided at both ends of the drain pipe body 1.
[0015] The earthquake-proof concrete-structured garden greening drain pipe provided by the utility model has a drain pipe body 1 as the main structure of the drain pipe, which is made of concrete material. This material usually has good durability and compressive strength. The concrete material is doped with reinforcing fibers, and the addition of the reinforcing fibers can significantly improve the tensile strength and toughness of the concrete, making it more resistant to deformation and damage caused by earthquakes. A plurality of annular reinforcing ribs 2 are provided on the side wall of the drain pipe, and these reinforcing ribs 2 are made of earthquake-proof materials such as steel or special concrete additives. The annular reinforcing ribs 2 can improve the circumferential strength of the drain pipe and prevent the pipe from bursting during an earthquake.
[0016] In a possible implementation manner, the reinforcing fibers are carbon fibers, glass fibers or aramid fibers.
[0017] In a possible implementation manner, the annular reinforcing ribs 2 are evenly spaced and distributed on the side wall of the drain pipe body 1.
[0018] In a possible implementation manner, the flexible joint 3 is made of rubber material, and metal fasteners 4 are provided at the joint. Flexible joints 3 are provided at both ends of the drain pipe. These joints are made of rubber material, and metal fasteners 4 are provided at the joints. The design of the flexible joint 3 can absorb the small displacements at the pipe joints and reduce the impact of earthquakes on the pipe system.
[0019] In a possible implementation manner, a cushion layer 5 is provided at the bottom of the drain pipe body 1, and the cushion layer 5 is made of a highly elastic material. A cushion layer 5 is provided at the bottom of the drain pipe body 1, which is made of a highly elastic material such as rubber or foamed concrete. The cushion layer 5 can provide additional buffering, reduce the friction between the pipe and the ground, and at the same time absorb the impact brought by seismic waves.
[0020] It is worth mentioning that for those skilled in the art, it is still possible to modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements on some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present utility model shall be included in the protection scope of the present utility model.
Claims
1. A landscaping drainage pipe provided with a shock-proof concrete structure, characterized in that, It includes a drain pipe body, the drain pipe body is made of concrete material, and reinforcing fibers are doped in the concrete material; a plurality of annular reinforcing ribs are arranged on the side wall of the drain pipe body, and the reinforcing ribs are made of shock-proof materials; flexible interfaces are arranged at both ends of the drain pipe body.
2. The landscaping drain pipe provided with a shock-proof concrete structure according to claim 1, wherein, The reinforcing fibers are carbon fibers, glass fibers or aramid fibers.
3. The landscaping drain pipe provided with a shock-proof concrete structure according to claim 2, characterized in that, The annular reinforcing ribs are evenly distributed at intervals on the side wall of the drain pipe body.
4. The landscaping drainage pipe provided with a shock-proof concrete structure according to claim 3, characterized in that, The flexible interface is made of rubber material, and metal fasteners are arranged at the interface.
5. The landscaping drain pipe provided with a shock-proof concrete structure according to claim 4, characterized in that, A cushion layer is arranged at the bottom of the drain pipe body, and the cushion layer is made of high-elasticity material.