Downward concave type green land structure located between water permeable brick pavements
By designing a concave green space structure between permeable brick pavement in urban green space, including compacted backfill soil layer, sand and gravel rolling layer and permeable brick layer, combined with rainwater grate and sewage intercepting hanging basket, the rainwater storage in urban green space is solved. The problem of low efficiency has achieved higher water storage capacity and reduced waterlogging, and the structure is simple and easy to promote.
Patent Information
- Application Number
- CN202420044188.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-01-09
- Publication Date
- 2024-12-27
- Estimated Expiration
- 2034-01-09
AI Technical Summary
The existing urban green space has inefficiency in rainwater storage and drainage facilities, resulting in frequent flooding in urban communities and complex designs and difficult to promote.
Design a concave green space structure located between permeable brick pavement, including compacted backfill soil layer, sand and gravel rolling layer, sand-free large-pore concrete layer, dry hard cement mortar layer and permeable brick layer, with a concave type in the middle Green space and drainage ditches, rainwater grates and sewage hangers are used for rainwater collection and filtration.
It significantly improves the water storage capacity of concave green space, reduces the occurrence of flooding in urban communities, has a simple structure and is easy to promote, and has great economic benefits.
Smart Images
Figure CN222251584U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of building construction, and specifically to a sunken green space structure located between permeable brick pavements. Background Art
[0002] In recent years, the area of urban green space in China has continued to expand. However, in the planning, design and construction of urban green space, sunken green space is a kind of green space rainwater storage technology. It can be set up as a drainage facility on both sides of urban roads, community sidewalks, and park roads. It can not only beautify the urban environment, but also has a significant delayed storage effect on storm runoff. Utility Model Content
[0003] The utility model aims to provide a sunken green space structure located between permeable brick pavements, with a simple structure and reasonable design, which is mainly used in the green space design on both sides of the sidewalks in residential areas.
[0004] In order to achieve the above purpose, the utility model adopts the following technical solutions:
[0005] A sunken green space located between permeable brick pavements, characterized in that it includes permeable brick pavements on both sides and a sunken green space in the middle, the permeable brick pavement includes a compacted backfill soil layer, a sand and gravel rolling layer, a sandless macroporous concrete layer, a dry hard cement mortar layer and a permeable brick layer; the sunken green space in the middle includes flat curbs on both sides and planting soil that is concavely filled between the flat curbs on both sides, drainage ditches are provided in the concave part in the middle of the planting soil and along the extension direction of the green space, a sewage interception hanging basket is hung on the upper part of the drainage ditch, and a rainwater grate is provided on the upper cover of the sewage interception hanging basket, the top surface elevation of the rainwater grate is higher than the height of the planting soil on both sides, and the permeable brick layers on both sides are leveled toward the sunken green space in the middle.
[0006] Further preferably, the compacted backfill soil layer has a thickness of 1200-1800 mm, a compaction coefficient>0.93, and the permeable brick thickness of the permeable brick layer is 10 cm.
[0007] Furthermore, the vertical height between the bottom of the planting soil and the top surface of the flat curbs on both sides is 40 to 90 mm, and the vertical height between the top surface of the rain grate and the top surface of the flat curbs on both sides is 10 to 12 mm.
[0008] Furthermore, the thickness of the sand and gravel compaction layer is 30~32cm.
[0009] In addition, the thickness of the sandless macroporous concrete layer is 18~20cm.
[0010] More preferably, the dry hard cement mortar layer has a thickness of 3-4 cm; and the permeable brick layer has a thickness of 10 cm.
[0011] Compared with the prior art, the utility model has the following characteristics and beneficial effects:
[0012] The sunken green space in this application can collect rainwater from the permeable bricks on both sides. When the amount of rainwater is too large, it can be filtered and enter the rainwater grate and then enter the drainage ditch, which significantly improves the water storage capacity of the sunken green space structure and reduces the occurrence of waterlogging in urban communities. The simple structure is conducive to promotion and can generate greater economic benefits after widespread promotion. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] Figure 1 This is a schematic diagram of the permeable brick layer structure involved in this application;
[0014] Figure 2 This is a schematic diagram of a sunken green space structure located between permeable brick pavements in this application. DETAILED DESCRIPTION
[0015] In order to make the technical means, innovative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below.
[0016] The embodiments described herein are specific embodiments of the present invention, which are used to illustrate the concept of the present invention, are explanatory and exemplary, and should not be interpreted as limiting the embodiments of the present invention and the scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the claims and the contents disclosed in the specification of this application, including technical solutions that adopt any obvious replacement and modification of the embodiments described herein.
[0017] A sunken green space between permeable brick pavements, such as Figure 1 and 2 As shown, it includes permeable brick pavement on both sides and a sunken green space in the middle. The permeable brick pavement includes a compacted backfill soil layer, a sand and gravel rolling layer, a sandless macroporous concrete layer, a dry hard cement mortar layer and a permeable brick layer; the sunken green space in the middle includes flat curbs on both sides and planting soil filled between the flat curbs on both sides. Drainage ditches are provided in the depressed part in the middle of the planting soil and along the extension direction of the green space. A sewage intercepting hanging basket is hung on the upper part of the drainage ditch. The upper cover of the sewage intercepting hanging basket is provided with a rainwater grate. The top surface elevation of the rainwater grate is higher than the height of the planting soil on both sides. The permeable brick layers on both sides are leveled toward the sunken green space in the middle. The drainage ditch is formed by pouring concrete. The elevation of the top of the drainage ditch should be higher than the planting soil on both sides and should also be higher than the top of the planted plants.
[0018] As a preferred embodiment of the present application: the thickness of the compacted backfill soil layer is 1200~1800mm, and the compaction coefficient is >0.93.
[0019] As a preferred embodiment of the present application: the vertical height between the bottom of the planting soil and the top surface of the flat curbs on both sides is 40~90mm, and the vertical height between the top surface of the rain grate and the top surface of the flat curbs on both sides is 10~12mm.
[0020] As a preferred embodiment of the present application: the thickness of the sand and gravel rolling layer is 30~32cm.
[0021] As a preferred embodiment of the present application: the thickness of the sandless macroporous concrete layer is 18-20 cm.
[0022] As a preferred embodiment of the present application: the thickness of the dry hard cement mortar layer is 3-4 cm; the thickness of the permeable brick layer is 10 cm.
[0023] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims
1. A sunken green space located between permeable brick pavements, characterized by: The invention comprises permeable brick pavement (1) on both sides and a sunken green space (2) in the middle. The permeable brick pavement (1) comprises a compacted backfill soil layer (11), a sand and gravel rolling layer (12), a sandless macroporous concrete layer (13), a dry hard cement mortar layer (14) and a permeable brick layer (15). The sunken green space (2) in the middle comprises flat curbs (21) on both sides and planting soil (22) sunken and filled between the flat curbs (21) on both sides. A drainage ditch (23) is provided in the sunken part in the middle of the planting soil (22) and along the extension direction of the green space. A sewage interception hanging basket (24) is hung on the upper part of the drainage ditch (23). A rainwater grate (25) is provided on the upper cover of the sewage interception hanging basket (24). The top surface elevation of the rainwater grate (25) is higher than the height of the planting soil (22) on both sides. The permeable brick layers (15) on both sides are leveled toward the sunken green space (2) in the middle.
2. The sunken green space between permeable brick pavements as claimed in claim 1, characterized in that: The compacted backfill soil layer (11) has a thickness of 1200-1800 mm and a compaction coefficient of >0.
93.
3. The sunken green space between permeable brick pavements as claimed in claim 1, characterized in that: The vertical height of the bottom of the planting soil (22) from the top surface of the flat road teeth (21) on both sides is 40-90 mm, and the vertical height of the top surface of the rain grate (25) from the top surface of the flat road teeth (21) on both sides is 10-12 mm.
4. The sunken green space between permeable brick pavements as claimed in claim 1, characterized in that: The thickness of the sand and gravel rolling layer (12) is 30-32 cm.
5. The sunken green space between permeable brick pavements as claimed in claim 1, characterized in that: The thickness of the sand-free macroporous concrete layer (13) is 18-20 cm.
6. A sunken green space located between permeable brick pavements as claimed in any one of claims 1 to 4, characterized in that: The dry hard cement mortar layer (14) has a thickness of 3-4 cm; the permeable brick layer (15) has a thickness of 10 cm.