Side wall reinforcing structure of sunken green belt of road

Abstract

The utility model relates to the technical field of road green belts, in particular to a road sinking type green belt side wall reinforcing structure which comprises a green belt pre-supporting beam plate, a side beam plate is arranged on the side edge of the green belt pre-supporting beam plate, and a drainage assembly is arranged in the side beam plate. The drainage assembly comprises an outer water leakage hole and an inner water leakage hole, the outer water leakage hole and the inner water leakage hole are formed in the side beam plate and communicate with each other, the lower side of the outer water leakage hole and the lower side of the inner water leakage hole communicate with a vertical through hole, and a longitudinal through hole is longitudinally formed in the side beam plate in a full-length mode. And the longitudinal through holes are located in the bottoms of the inner sides of the side beam plates and communicate with the vertical through holes, internal thread pre-embedded cylinders are pre-embedded in the end openings of the outer water drainage holes and the end openings of the inner water drainage holes, and external thread cylinders are installed on the inner sides of the internal thread pre-embedded cylinders in a threaded connection mode. The drainage assemblies are arranged on the side beam plates, so that root rot of green plants caused by excessive accumulated water in the green belt is avoided, meanwhile, the accumulated water on the road is prevented from influencing traffic, and the practicability is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of road green belts, in particular to a road sunken green belt side reinforcement structure. Background Art

[0002] A sunken green belt usually refers to a green area set up on both sides of a road or in the central dividing strip, which is lower than the surrounding road surface elevation. This design enables the green belt to collect and store rainwater, reduce runoff, and increase the city's green space.

[0003] Reference authorization announcement number CN220326397U is a utility model patent for a sunken green belt structure, including an ecological belt arranged on a driveway, curbstones are arranged on both sides of the ecological belt, the top of the ecological belt is lower than the top of the curbstone, and a drainage component is arranged in the middle of the ecological belt.

[0004] The above patent is not convenient for drainage of roads on both sides of the green belt due to the setting of curbstones. At the same time, since the green belt is designed to be sunken, the curbstones are not reinforced and are prone to tipping over under the lateral pressure of the roadbed. In order to solve the above technical drawbacks, we proposed a road sunken green belt side reinforcement structure. Utility Model Content

[0005] The purpose of the utility model is to solve the shortcomings of the prior art and to propose a road sunken green belt side reinforcement structure.

[0006] In order to achieve the above purpose, the present invention adopts the following technical solutions:

[0007] A road-sunken green belt side reinforcement structure comprises a green belt pre-supported beam plate, a side beam plate is provided on the side of the green belt pre-supported beam plate, and a drainage component is provided inside the side beam plate; the drainage component comprises an external drainage hole and an internal drainage hole, and the external drainage hole and the internal drainage hole are both opened inside the side beam plate, the external drainage hole and the internal drainage hole are connected, and the lower sides of the external drainage hole and the internal drainage hole are connected with a vertical through hole, the side beam plate is provided with a longitudinal through hole in the longitudinal direction, the longitudinal through hole is located at the bottom inner side of the side beam plate and the longitudinal through hole is connected with the vertical through hole, the external drainage hole and the internal drainage hole ports are both pre-buried with internal threaded embedded cylinders, the inner side of the internal threaded embedded cylinder is screwed with an external threaded cylinder, and a filter is installed inside the external threaded cylinder.

[0008] Furthermore, the external drain holes, the internal drain holes and the vertical through holes are arranged in a plurality of groups at equal intervals along the longitudinal direction of the side beam plate.

[0009] Furthermore, an anchor ring is fixedly connected to the outer side of the internal thread embedded tube, and the anchor ring is riveted to the inner side of the side beam plate.

[0010] Furthermore, the filter screen is provided with two groups, inner and outer, on the inner side of the external threaded cylinder, and both the internal threaded embedded cylinder and the external threaded cylinder are made of aluminum alloy.

[0011] Furthermore, a reinforcement slope is provided on the inner side of the side beam plate.

[0012] Furthermore, a plurality of embedded steel plates are embedded on the upper side of the side beam plate, a plurality of flower pot grooves are fixedly installed on the upper side of the side beam plate, and drainage holes are provided at the bottom of the inner side of the flower pot groove.

[0013] Furthermore, a roadbed is provided on the outer side of the side beam plate.

[0014] Furthermore, a sunken green belt filling layer is provided on the inner side of the side beam plate, and the sunken green belt filling layer includes a crushed stone filling layer, a filling layer and a nutrient soil layer.

[0015] Compared with related technologies, the road sunken green belt side reinforcement structure proposed by the present invention has the following beneficial effects:

[0016] In the present invention, a road-sunken green belt side reinforcement structure is described. Through a drainage component arranged on the side beam plate, the drainage component can simultaneously drain the accumulated water on the inner green belt and the outer road through the external drainage holes and the internal drainage holes, thereby avoiding excessive water accumulation in the green belt and causing root rot of green plants. At the same time, it also prevents water accumulation on the road from affecting traffic, thereby improving the practicality of the present invention. In addition, a reinforcing slope is provided on the inner side of the side beam plate to increase the overall lateral pressure resistance of the side beam plate to resist the lateral pressure of the roadbed. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 This is a schematic diagram of the three-dimensional structure of a road sunken green belt side reinforcement structure proposed in this utility model. Figure 1 ;

[0018] Figure 2 This is a schematic diagram of the three-dimensional structure of a road sunken green belt side reinforcement structure proposed in this utility model. Figure 2 ;

[0019] Figure 3 This is a schematic cross-sectional view of a road sunken green belt side reinforcement structure proposed by the present invention;

[0020] Figure 4 for Figure 3 Enlarged schematic diagram of part A.

[0021] In the figure: 1. Pre-supported beams and slabs of green belt; 2. Side beams and slabs; 3. Reinforced slopes; 4. Sunken green belt filling layer; 41. Gravel filling layer; 42. Filling layer; 43. Nutrient soil layer; 5. Roadbed; 6. Drainage assembly; 61. External drainage hole; 62. Internal drainage hole; 63. Vertical through hole; 64. Longitudinal through hole; 65. Internally threaded embedded cylinder; 66. Anchor ring; 67. Externally threaded cylinder; 68. Filter screen; 7. Embedded steel plate; 8. Flower pot trough; 9. Drain hole. DETAILED DESCRIPTION

[0022] The present invention will be further described below with reference to the accompanying drawings and implementation examples.

[0023] Reference Figure 1-4 , a road sunken green belt side reinforcement structure: it includes a green belt pre-supported beam 1, a side beam 2 is arranged on the side of the green belt pre-supported beam 1, and a drainage component 6 is arranged inside the side beam 2; the drainage component 6 includes an external drainage hole 61 and an internal drainage hole 62, the external drainage hole 61 and the internal drainage hole 62 are both opened inside the side beam 2, the external drainage hole 61 and the internal drainage hole 62 are connected, and the lower sides of the external drainage hole 61 and the internal drainage hole 62 are connected with a vertical through hole 63, and a longitudinal through hole 64 is opened in the longitudinal direction of the side beam 2, the longitudinal through hole 64 is located at the bottom inner side of the side beam 2 and the longitudinal through hole 64 is connected with the vertical through hole 63, and the ports of the external drainage hole 61 and the internal drainage hole 62 are pre-buried with an internal threaded embedded tube 65, the inner side of the internal threaded embedded tube 65 is screwed with an external threaded tube 67, and a filter screen 68 is installed inside the external threaded tube 67.

[0024] Through the above-mentioned arrangement, the filter screen 68 arranged on the inner side of the external threaded barrel 67 allows the accumulated water to pass through the external threaded barrel 67. The filter screen 68 will filter out the debris in the accumulated water on the outside of the external threaded barrel 67, preventing the debris from entering the external drainage hole 61, the internal drainage hole 62, the vertical through hole 63 and the longitudinal through hole 64, preventing the drainage channel from being blocked, and allowing the entire drainage component 6 to maintain a good drainage function.

[0025] In this embodiment, a roadbed 5 is provided on the outside of the side beam plate 2 , and a sunken green belt filling layer 4 is provided on the inside of the side beam plate 2 . The sunken green belt filling layer 4 includes a crushed stone filling layer 41 , a fill layer 42 and a nutrient soil layer 43 .

[0026] Through the above-mentioned arrangement, the nutrient soil layer 43 is provided to facilitate the planting of green plants.

[0027] In this embodiment, a plurality of groups of external drain holes 61 , internal drain holes 62 and vertical through holes 63 are equidistantly arranged along the longitudinal direction of the side beam plate 2 .

[0028] By the above arrangement, several groups of external drainage holes 61, internal drainage holes 62 and vertical through holes 63 are arranged equidistantly along the longitudinal direction of the side beam plate 2, so that the entire drainage component 6 is arranged along the road and the green belt in the middle, which is convenient for drainage.

[0029] In this embodiment, an anchor ring 66 is fixedly connected to the outside of the internal thread embedded tube 65 , and the anchor ring 66 is riveted to the inside of the side beam plate 2 .

[0030] By setting in the above manner, the setting of the anchor ring 66 improves the connection strength between the internal thread embedded tube 65 and the embedded anchor of the side beam plate 2, preventing the internal thread embedded tube 65 from falling off from the external drain hole 61 or the internal drain hole 62 after long-term use.

[0031] In this embodiment, two groups of filter screens 68 are provided inside the external threaded cylinder 67 , and both the internal threaded embedded cylinder 65 and the external threaded cylinder 67 are made of aluminum alloy.

[0032] Through the above-mentioned arrangement, the aluminum alloy material has good corrosion resistance, so that the internal thread embedded tube 65 and the external thread tube 67 can avoid water erosion, thereby improving the service life of the internal thread embedded tube 65 and the external thread tube 67.

[0033] In this embodiment, a reinforcement slope 3 is provided on the inner side of the side member 2 .

[0034] By the above arrangement, the reinforcing inclined surface 3 provided on the inner side of the side beam plate 2 increases the overall lateral pressure resistance of the side beam plate 2 to resist the lateral pressure of the roadbed 5 .

[0035] In this embodiment, a plurality of embedded steel plates 7 are embedded on the upper side of the side beam plate 2 , a plurality of flower pot grooves 8 are fixedly installed on the upper side of the side beam plate 2 , and drainage holes 9 are opened at the bottom of the inner side of the flower pot groove 8 .

[0036] Through the above-mentioned arrangement, the embedded steel plate 7 is used to provide a bottom connection foundation for street lights, guardrails, etc., and the drainage hole 9 on the side of the flower pot trough 8 is opened on the inner side, so that the drainage path in the flower pot trough 8 is directed towards the green belt inside to avoid flowing onto the road.

[0037] The working principle of the road sunken green belt side reinforcement structure provided by the utility model is as follows:

[0038] When in use, the side beam plate 2 can withstand the lateral pressure formed by the roadbed 5 in the direction of the inner green belt. When there is water accumulation on the road or on the green belt, the accumulated water will enter the external drainage hole 61 or the internal drainage hole 62 through the internal threaded embedded tube 65, and then flow into the vertical through hole 63 through the external drainage hole 61 or the internal drainage hole 62. When the accumulated water passes through the internal threaded embedded tube 65, the garbage and debris in the accumulated water will be filtered out on the outside by the filter mesh 68 in the internal threaded embedded tube 65, avoiding blockage of the drainage channel. The accumulated water gathered in the vertical through hole 63 will eventually gather in the longitudinal through hole 64 for drainage, avoiding excessive water accumulation in the green belt and causing root rot of green plants, and also preventing water accumulation on the road from affecting traffic.

[0039] The above description is merely an embodiment of the present invention and does not limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made by using the contents of the description and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.

Claims

1. A road sunken green belt side reinforcement structure, characterized in that: It comprises a green belt pre-supported beam plate (1), a side beam plate (2) is provided on the side of the green belt pre-supported beam plate (1), and a drainage component (6) is provided inside the side beam plate (2); The drainage assembly (6) includes an external drain hole (61) and an internal drain hole (62), both of which are provided inside the side beam plate (2), and the external drain hole (61) and the internal drain hole (62) are connected, and a vertical through hole (63) is connected to the lower side of the external drain hole (61) and the internal drain hole (62), and the side beam plate (2) is provided with a longitudinal through hole (64) along the longitudinal length, and the longitudinal through hole (64) is located at the bottom inside the side beam plate (2) and the longitudinal through hole (64) is connected to the vertical through hole (63), and the ports of the external drain hole (61) and the internal drain hole (62) are both pre-buried with an internal threaded pre-buried cylinder (65), the inner side of the internal threaded pre-buried cylinder (65) is screwed with an external threaded cylinder (67), and the inner side of the external threaded cylinder (67) is installed with a filter screen (68).

2. A road sunken green belt side reinforcement structure according to claim 1, characterized in that: The external drain holes (61), the internal drain holes (62) and the vertical through holes (63) are arranged in a plurality of groups at equal intervals along the longitudinal direction of the side beam plate (2).

3. The road sunken green belt side reinforcement structure according to claim 1, characterized in that: An anchor ring (66) is fixedly connected to the outside of the internal thread embedded cylinder (65), and the anchor ring (66) is riveted to the inside of the side beam plate (2).

4. The road sunken green belt side reinforcement structure according to claim 1, characterized in that: The filter screen (68) is provided with two groups, inner and outer, on the inner side of the external threaded cylinder (67). The internal threaded pre-buried cylinder (65) and the external threaded cylinder (67) are both made of aluminum alloy.

5. The road sunken green belt side reinforcement structure according to claim 1, characterized in that: A reinforcing inclined surface (3) is provided on the inner side of the side beam plate (2).

6. The road sunken green belt side reinforcement structure according to claim 1, characterized in that: A plurality of embedded steel plates (7) are pre-buried on the upper side of the side beam plate (2), a plurality of flower pot grooves (8) are fixedly mounted on the upper side of the side beam plate (2), and drainage holes (9) are provided at the bottom of the inner side edges of the flower pot grooves (8).

7. The road sunken green belt side reinforcement structure according to claim 1, characterized in that: A roadbed (5) is provided outside the side beam plate (2).

8. The road sunken green belt side reinforcement structure according to claim 1, characterized in that: A sunken green belt filling layer (4) is provided on the inner side of the side beam plate (2), and the sunken green belt filling layer (4) comprises a crushed stone filling layer (41), a filling layer (42), and a nutrient soil layer (43).

Images