Device for preventing covering soil from sliding off and modeling landscape

Abstract

The utility model discloses an anti-earth slip device and modeling landscape, the anti-earth slip device comprises a bottom plate, a structural column, a geocell and an anti-slip key, the structural column is arranged below the bottom plate, the geocell and the anti-slip key are both arranged on the plate surface of the bottom plate and mutually avoid, and the height of the anti-slip key is higher than that of the geocell. According to the device for preventing the covering soil from sliding off, the bottom plate is supported through the structural columns, so that the whole device can be placed at a designated landscaping position, the covering soil covers and is stacked on the bottom plate for modeling, then the earthwork amount of the covering soil can be effectively reduced, meanwhile, the earthwork standard rooms and the anti-sliding keys arranged on the plate face of the bottom plate can effectively reduce the loss of the covering soil, and the landscaping quality is improved. The height of the anti-sliding keys is higher than that of the geocell, so that the anti-sliding keys can be matched with soil covering models with different height differences, the landscape soil covering stability is improved, and the landscape models are prevented from being damaged.

Description

Technical Field

[0001] This utility model relates to the field of landscape design technology, and in particular to a device for preventing soil slippage and a landscape design. Background Technology

[0002] Landscape design often uses curved soil layers of varying heights to create visual appeal. In some outdoor environments, large amounts of soil are required to achieve the desired shape, resulting in significant earthwork. Furthermore, in areas with substantial elevation differences, the soil layer can easily erode under the influence of rainwater, forming landslides and damaging the landscape design. Utility Model Content

[0003] The main purpose of this utility model is to propose a device for preventing soil slippage and a landscape design, which aims to solve the problems of large earthwork volume in landscape design and soil slippage on slopes.

[0004] To achieve the above objectives, this utility model proposes a device for preventing soil slippage, comprising a base plate, structural columns, geocells, and anti-slip keys. The structural columns are disposed below the base plate, and the geocells and anti-slip keys are both disposed on the surface of the base plate and are arranged to avoid each other. The height of the anti-slip keys is higher than the height of the geocells.

[0005] In this utility model of the anti-soil slippage device, the base plate is supported by structural columns, allowing the entire device to be placed in a designated landscaping location. The soil is then piled on the base plate for shaping, which effectively reduces the amount of earthwork for soil covering. At the same time, the geocells and anti-slip keys set on the base plate surface can effectively reduce soil loss. The height of the anti-slip keys is higher than the height of the geocells, which can accommodate soil covering shapes with different height differences, improve the stability of the landscape soil covering, and prevent damage to the landscape shape.

[0006] In some embodiments, the geocell includes multiple grid cells arranged closely on the surface of the base plate, and the anti-slip key is located between adjacent grid cells.

[0007] In some implementations, the grid cell is a rhomboid grid cell or a square grid cell.

[0008] In some embodiments, the cross-sectional shape of the anti-slip key is the same as the shape of the grid cell, and the cross-sectional area of ​​the anti-slip key is smaller than the area of ​​the grid cell.

[0009] In some embodiments, the geocell is a rigid plastic component, a plastic-steel component, or a rigid component.

[0010] In some embodiments, the number of anti-slip keys is multiple, and the multiple anti-slip keys are spaced apart.

[0011] This utility model also proposes a landscape design, including the anti-soil slippage device and soil covering as described in any one of the preceding claims, wherein the soil covering is stacked and covers the base plate.

[0012] Additional aspects and advantages of this application will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of this application. Attached Figure Description

[0013] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on the structures shown in these drawings without creative effort.

[0014] Figure 1 This is a schematic diagram of the structure of the anti-soil slippage device in this utility model.

[0015] Explanation of icon numbers:

[0016] 100 anti-soil slippage device, 10 base plate, 20 structural columns, 30 geocells, 31 grid units, 40 anti-slip keys.

[0017] The realization of the purpose, functional features and advantages of this utility model will be further explained in conjunction with the embodiments and with reference to the accompanying drawings. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] It should be noted that if the embodiments of this utility model involve directional indicators (such as up, down, left, right, front, back, etc.), the directional indicators are only used to explain the relative positional relationship and movement of the components in a certain specific posture (as shown in the figure). If the specific posture changes, the directional indicators will also change accordingly.

[0020] Furthermore, if the embodiments of this utility model involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of indicated technical features. Therefore, features defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. If the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this utility model.

[0021] Please see Figure 1 This utility model proposes an anti-soil slippage device 100, including a base plate 10, a structural column 20, a geocell 30, and an anti-slip key 40. The structural column 20 is located below the base plate 10. The geocell 30 and the anti-slip key 40 are both located on the surface of the base plate 10 and are arranged to avoid each other. The height of the anti-slip key 40 is higher than the height of the geocell 30.

[0022] In the anti-soil slippage device 100 of this utility model, the base plate 10 is supported by the structural column 20 so that the entire device can be placed in the designated landscaping position. The soil is piled on the base plate 10 to create the shape, thereby effectively reducing the amount of earthwork for soil covering. At the same time, the geocells 30 and anti-slip keys 40 set on the surface of the base plate 10 can effectively reduce soil loss. The height of the anti-slip key 40 is higher than the height of the geocells 30, which can match the soil covering shapes with different height differences, improve the stability of the landscape soil covering, and prevent the landscape shape from being damaged.

[0023] Specifically, the base slab 10 can be formed by casting reinforced concrete, and the shape of the base slab 10 can be set according to the design requirements of the landscape. For example, if the shape of the landscape is square, the base slab 10 can be square; if the shape of the landscape is circular, the base slab 10 can be circular. This application does not limit the specific shape of the base slab 10.

[0024] Structural columns 20 are located below the base plate 10, and their main function is to support the entire device. Multiple structural columns 20 may be present, located at the corners or edges below the base plate 10. The structural columns 20 can be integrally formed with the base plate 10, all constructed from reinforced concrete. Alternatively, the structural columns 20 can be made of steel, angle steel, or other metal materials. This application does not limit the specific material of the structural columns 20, as long as they can provide solid and stable support for the entire device.

[0025] Geocell 30 is a three-dimensional mesh structure with strong lateral confinement and anti-slip properties. The geocell 30 is installed on the surface of the base slab 10, thus ensuring good retention of the topsoil when it is piled on the base slab 10, preventing topsoil loss.

[0026] The anti-slip key 40 can be a columnar structure set on the surface of the base plate 10. The anti-slip key 40 can be integrally formed with the base plate 10 and cast onto the surface of the base plate 10 with reinforced concrete. Of course, it can also be fixed to the base plate 10 in other ways, and this application does not limit this.

[0027] The anti-slip key 40 and the geocell 30 avoid each other, which can be understood as the mesh cell of the geocell 30 being fitted onto the anti-slip key 40. Thus, the anti-slip key 40 can play a certain role in fixing the geocell 30 and prevent the geocell 30 from being misaligned and sliding relative to the bottom plate 10.

[0028] The height of the anti-slip key 40 should be at least higher than the height of the geocell 30. Since the soil cover on the slab surface will be designed in an uneven shape according to different shape requirements, the height of the anti-slip key 40 will be set higher in areas with higher soil cover accumulation. In this way, the anti-slip key 40 can more effectively maintain the stability of the soil cover at higher levels, prevent the soil cover from sliding down and forming a landslide after long-term rainwater erosion, and improve the stability of the soil cover in the landscape design.

[0029] Please see Figure 1 In some embodiments, the geocell 30 includes multiple grid units 31, which are closely arranged on the surface of the base plate 10, with anti-slip keys 40 located between adjacent grid units 31. Thus, the close arrangement of multiple grid units 31 on the base plate 10 provides better retention of the topsoil, enhancing the stability of the landscape topsoil on the base plate 10.

[0030] In some embodiments, the grid cell 31 is a rhomboid grid cell 31 or a square grid cell 31. Of course, the embodiments of this application do not limit the specific shape of the grid cell 31, as long as it can maintain the stability of the cover soil.

[0031] Please see Figure 1 In some embodiments, the cross-sectional shape of the anti-slip key 40 is the same as the shape of the grid cell 31, and the cross-sectional area of ​​the anti-slip key 40 is smaller than the area of ​​the grid cell 31. Thus, the cross-sectional shape of the anti-slip key 40 can be set to a rhombus or square shape, and the cross-sectional area of ​​the anti-slip key 40 is smaller than the area of ​​the grid cell 31, so as to facilitate the fit and fixation between the anti-slip key 40 and the grid cell 31.

[0032] In some embodiments, the geocell 30 is made of a material with a certain strength, such as rigid plastic, plastic-steel, or rigid components, giving it sufficient rigidity and load-bearing capacity, thereby better maintaining the stability of the cover soil. In some embodiments, the geocell 30 can be formed from reinforced HDPE sheet material through high-strength welding, generally by ultrasonic needle welding. Of course, this application does not limit the materials and manufacturing methods of the geocell 30.

[0033] Please see Figure 1 In some embodiments, there are multiple anti-slip keys 40, which are spaced apart. Thus, the multiple anti-slip keys 40 can be set at different locations according to the soil cover height of the landscape design. Higher anti-slip keys 40 are set at locations with higher soil cover height, while no anti-slip keys 40 or lower anti-slip keys 40 are set at locations with lower soil cover height.

[0034] This utility model also proposes a landscape design, including the anti-soil slippage device 100 and soil covering as described in this utility model. The soil covering can be stacked and placed on the base plate 10 to create the desired landscape. Furthermore, when the desired landscape design is large, multiple anti-soil slippage devices 100 can be spliced ​​together, and then the soil covering can be piled on the devices to create the design, making the construction of the entire landscape design more convenient and greatly reducing the amount of earthwork for soil covering.

[0035] The above description is only a preferred embodiment of the present utility model and does not limit the patent scope of the present utility model. All equivalent structural transformations made under the inventive concept of the present utility model using the contents of the present utility model specification and drawings, or direct / indirect applications in other related technical fields, are included within the patent protection scope of the present utility model.

Claims

1. A device for preventing soil slippage, characterized in that, It includes a base plate, structural columns, geocells, and anti-slip keys. The structural columns are located below the base plate. The geocells and anti-slip keys are both located on the surface of the base plate and are arranged to avoid each other. The height of the anti-slip keys is higher than the height of the geocells.

2. The anti-soil slippage device as described in claim 1, characterized in that, The geocell comprises multiple grid units, which are closely arranged on the surface of the base plate, and the anti-slip key is located between adjacent grid units.

3. The anti-soil slippage device as described in claim 2, characterized in that, The grid unit is a rhombus grid unit or a square grid unit.

4. The anti-soil slippage device as described in claim 2, characterized in that, The cross-sectional shape of the anti-slip key is the same as the shape of the grid cell, and the cross-sectional area of ​​the anti-slip key is smaller than the area of ​​the grid cell.

5. The anti-soil slippage device as described in claim 1, characterized in that, The geocell is a rigid plastic component, a plastic-steel component, or a rigid component.

6. The anti-soil slippage device as described in claim 1, characterized in that, The number of anti-slip keys is multiple, and the multiple anti-slip keys are arranged at intervals.

7. A landscape design, characterized in that, It includes the anti-soil slippage device and soil covering as described in any one of claims 1-6, wherein the soil covering is stacked and covers the base plate.

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