Earthwork standard room structure

Abstract

The utility model provides a geocell structure, which relates to the technical field of geocells and comprises a geocell body, a steel wire fixing frame is arranged in the geocell body, a plurality of first limiting rings are symmetrically arranged at two ends of the steel wire fixing frame, and first ground anchors are inserted into the inner sides of the first limiting rings. The geocell body can be divided into a plurality of modules with the same size through the steel wire fixing frames, manual grass planting work of workers is facilitated, meanwhile, the overall strength of the geocell body is enhanced, and the geocell body is prevented from being deformed and damaged due to treading of the workers; the steel wire fixing frame is arranged on the side wave soil layer, the tip end of the steel wire fixing frame is inserted into the side wave soil layer, and then the steel wire fixing frame is tightened and prevented from loosening, so that the strength and stability of the geocell body are improved, meanwhile, potential safety hazards possibly existing when workers plant grass manually are avoided, and the actual use requirement is met.

Description

Technical Field

[0001] The utility model relates to the technical field of geocells, in particular to a geocell structure. Background Art

[0002] A geocell is a reticular cell structure formed by welding high-strength polymer strips after stretching. Generally, it consists of a grid-shaped strip-shaped baseband and nodes to form a grid-like body. It is often used as a good solution for slope reinforcement materials and dealing with uneven settlement problems, and has been widely applied to the fields of highways, railways, water conservancy, military, and municipal engineering in recent years. The geocell can expand and contract freely and is convenient for transportation. It is laid in the soil to be reinforced and expands into a net shape and fills with soil and stones.

[0003] When the existing geocells are in use, they are usually unfolded and laid on the slope to reduce soil erosion. However, when workers perform artificial grass planting on the slope, the existing geocell structure is prone to deformation and damage due to trampling, with poor stability and certain safety hazards, making it difficult to meet the actual use requirements. Summary of the Utility Model

[0004] The purpose of the utility model is to solve the problems existing in the prior art that when workers perform artificial grass planting on the slope, the geocell structure is prone to deformation and damage due to trampling, with poor stability and certain safety hazards, making it difficult to meet the actual use requirements, and to propose a geocell structure.

[0005] To achieve the above purpose, the utility model adopts the following technical scheme: a geocell structure, including a geocell body, a steel wire fixing frame is arranged inside the geocell body, a plurality of first limiting rings are symmetrically arranged at both ends of the steel wire fixing frame, a first anchor bolt is inserted inside the first limiting ring, and an anti-slip component is arranged at the bottom of the geocell body.

[0006] Preferably, the anti-slip component includes a bottom net, two stop components are symmetrically arranged at both ends of the bottom net, a plurality of fixing rods are arranged at the top of the geocell body, and a stop insertion rod is fixedly connected to the bottom of the fixing rod.

[0007] Preferably, the stop component includes a connecting pad, a fixing plate is arranged at the top of the connecting pad, two limiting insertion plates are symmetrically arranged at both ends of the bottom of the fixing plate, and the limiting insertion plates are attached to both sides of the connecting pad.

[0008] Preferably, a limiting anchor bolt is fixedly connected to the bottom of the fixing plate, and one end of the limiting anchor bolt movably penetrates through the connecting pad.

[0009] Preferably, a plurality of second limiting rings are symmetrically arranged at both ends of the geocell body, and second anchor bolts are inserted into the inner sides of the second limiting rings.

[0010] Preferably, a plurality of water permeable holes are penetrated through the outer wall of the geocell body, and a slope protection net is arranged at the top of the geocell body.

[0011] Compared with the prior art, the advantages and positive effects of the present utility model are as follows.

[0012] 1. In the present utility model, the geocell body can be divided into a plurality of modules of the same size through the steel wire fixing frame, which is convenient for workers to carry out artificial grass planting work. At the same time, the overall strength of the geocell body is enhanced, preventing the geocell body from being deformed and damaged due to workers' trampling. By inserting the first limiting ring into the first anchor bolt and making its tip insert into the side wave soil layer, the steel wire fixing frame is tightened, preventing the steel wire fixing frame from loosening, thereby achieving the improvement of the strength and stability of the geocell body, and at the same time avoiding potential safety hazards that may exist when workers carry out artificial grass planting, meeting the actual use requirements.

[0013] 2. In the present utility model, the slope surface can be protected through the bottom net, and at the same time, the friction force between the slope surface and the geocell body is increased, preventing the geocell body from sliding and shifting. At the same time, the use of the fixing rod and the stop plug rod can ensure that the different module cells of the geocell body are not easily deformed, thereby reducing the laying difficulty of the geocell body and improving the stability of the geocell body during use. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 is a three-dimensional structure schematic diagram of a geocell structure proposed by the present utility model;

[0015] Figure 2 is an exploded structure schematic diagram of a geocell structure proposed by the present utility model;

[0016] Figure 3 is a partial structure schematic diagram of a geocell structure proposed by the present utility model;

[0017] Figure 4 is a partial structure schematic diagram of a geocell structure proposed by the present utility model.

[0018] Legend: 1. Geocell body; 2. Steel wire fixing frame; 3. First limiting ring; 4. First anchor bolt; 5. Bottom net; 6. Fixing rod; 7. Stop plug rod; 8. Second limiting ring; 9. Second anchor bolt; 10. Connection pad; 11. Fixing plate; 12. Limiting insertion plate; 13. Limiting anchor bolt; 14. Water permeable hole; 15. Slope protection net. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0019] In order to more clearly understand the above-mentioned objects, features, and advantages of the present utility model, the present utility model will be further described below in conjunction with the accompanying drawings and embodiments. It should be noted that, without conflict, the embodiments of the present application and the features in the embodiments can be combined with each other.

[0020] In the following description, many specific details are set forth in order to fully understand the present utility model. However, the present utility model can also be implemented in other ways different from those described herein. Therefore, the present utility model is not limited by the specific embodiments disclosed in the following specification.

[0021] Embodiment 1: As Figures 1 - 4 shown, the present utility model provides a technical solution: a geocell structure, including a geocell body 1. A steel wire fixing frame 2 is arranged inside the geocell body 1. A plurality of first limiting rings 3 are symmetrically arranged at both ends of the steel wire fixing frame 2. A first anchor nail 4 is inserted inside the first limiting ring 3. An anti-slip component is arranged at the bottom of the geocell body 1.

[0022] In this embodiment, the geocell body 1 can be divided into a plurality of modules of the same size through the steel wire fixing frame 2, which is convenient for workers to carry out artificial grass planting work. At the same time, the overall strength of the geocell body 1 is enhanced, preventing the geocell body 1 from being deformed and damaged due to workers' trampling. By inserting the first limiting ring 3 into the first anchor nail 4 and making its tip insert into the side wave soil layer, the steel wire fixing frame 2 is tightened, preventing the steel wire fixing frame 2 from loosening, thereby achieving the improvement of the strength and stability of the geocell body 1, and at the same time avoiding potential safety hazards that may exist when workers carry out artificial grass planting, meeting the actual use requirements.

[0023] Embodiment 2: As Figures 1 - 4 shown, the anti-slip component includes a bottom net 5. Two stop components are symmetrically arranged at both ends of the bottom net 5. A plurality of fixing rods 6 are arranged on the top of the geocell body 1. A stop insertion rod 7 is fixedly connected to the bottom of the fixing rod 6. The stop component includes a connecting pad 10. A fixing plate 11 is arranged on the top of the connecting pad 10. Two limiting insertion plates 12 are symmetrically arranged at both ends of the bottom of the fixing plate 11. The limiting insertion plates 12 are attached to both sides of the connecting pad 10. A limiting anchor nail 13 is fixedly connected to the bottom of the fixing plate 11. One end of the limiting anchor nail 13 movably penetrates through the connecting pad 10. A plurality of second limiting rings 8 are symmetrically arranged at both ends of the geocell body 1. A second anchor nail 9 is inserted inside the second limiting ring 8. A plurality of water permeable holes 14 are penetrated and opened on the outer wall of the geocell body 1. A slope protection net 15 is arranged on the top of the geocell body 1.

[0024] In this embodiment, the bottom net 5 can be used to protect the slope surface, while increasing the friction between the slope surface and the geocell body 1 to prevent the geocell body 1 from sliding and shifting. At the same time, the fixed rod 6 and the stop plug rod 7 are used in cooperation to ensure that the different modular cells of the geocell body 1 are not easily deformed, thereby reducing the laying difficulty of the geocell body 1 and improving the stability of the geocell body 1 during use. By pressing down the fixed plate 11, the limit plug plate 12 is driven to insert into the slope surface, thereby realizing the limitation of the connecting pad 10. At the same time, the bottom net 5 slides and dislocates due to soil and water loss. At the same time, the limit anchor nails 13 are inserted into the slope soil layer to further reinforce the bottom net 5, so as to maintain the stability of the geocell during use. Through the cooperation of the second limit ring 8 and the second anchor nail 9, the top and bottom ends of the geocell body 1 can be reinforced to prevent the geocell body 1 from slipping off the slope surface, thereby reducing the probability of soil and water loss. The drainage holes 14 can provide the required internal drainage of the cells, reduce the gravity of water and prevent the formation of surface runoff. It can also be the anchoring holes for plant roots and the root development across the cells. The slope protection net 15 can prevent the geocell body 1 and prevent the planting soil laid in the geocell body 1 from being washed away by heavy rain.

[0025] The working principle of this embodiment: During use, first lay the bottom net 5 on the slope surface, and hammer the fixed plate 11 to make the limit plug plate 12 insert into the slope surface. At the same time, make the limit anchor nails 13 insert into the slope soil layer to reinforce the bottom net 5. Then, unfold the geocell body 1 and lay it above the bottom net 5. Pass the second anchor nail 9 through the second limit ring 8 and drive it into the slope soil layer to limit and fix the geocell body 1. At the same time, use the steel wire fixing frame 2 to divide the geocell body 1 into multiple modules of the same size, and pass the first anchor nail 4 through the first limit ring 3 and drive it into the ground to tighten the steel wire fixing frame 2 to reinforce the geocell body 1. Finally, fill the planting soil into each cell of the geocell body 1, and let the workers carry out artificial grass planting. After the grass planting is completed, lay the slope protection net 15 on the top of the geocell body 1 to complete the use of the geocell structure.

[0026] The above is only a preferred embodiment of the present invention, and it is not a limitation of the present invention in other forms. Any person skilled in the art may use the disclosed technical content to make changes or modifications into equivalent embodiments with equivalent changes and apply them to other fields. However, as long as it does not depart from the technical solution content of the present invention, any simple modification, equivalent change and modification made to the above embodiments based on the technical essence of the present invention still belong to the protection scope of the technical solution of the present invention.

Claims

1. A geocell structure, comprising a geocell body (1), characterized in that: A steel wire fixing frame (2) is arranged inside the geocell body (1). A plurality of first limiting rings (3) are symmetrically arranged at both ends of the steel wire fixing frame (2). A first anchor bolt (4) is inserted inside the first limiting ring (3). An anti-slip assembly is arranged at the bottom of the geocell body (1).

2. The geocell structure according to claim 1, characterized in that: The anti-slip assembly includes a bottom net (5). Two stop assemblies are symmetrically arranged at both ends of the bottom net (5). A plurality of fixing rods (6) are arranged at the top of the geocell body (1). A stop insertion rod (7) is fixedly connected to the bottom of the fixing rod (6).

3. The geocell structure according to claim 2, wherein: The stop assembly includes a connecting pad (10). A fixing plate (11) is arranged at the top of the connecting pad (10). Two limiting insertion plates (12) are symmetrically arranged at both ends of the bottom of the fixing plate (11). The limiting insertion plates (12) are attached to both sides of the connecting pad (10).

4. The geocell structure according to claim 3, wherein: A limiting anchor bolt (13) is fixedly connected to the bottom of the fixing plate (11). One end of the limiting anchor bolt (13) movably penetrates through the connecting pad (10).

5. The geocell structure according to claim 1, characterized in that: A plurality of second limiting rings (8) are symmetrically arranged at both ends of the geocell body (1). A second anchor bolt (9) is inserted inside the second limiting ring (8); A plurality of water permeable holes (14) are penetrated through the outer wall of the geocell body (1). A slope protection net (15) is arranged at the top of the geocell body (1).

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