A geogrid for windproof and soil-fixing

Abstract

The utility model relates to the technical field of geogrids, and discloses a geogrid for preventing wind and consolidating soil, comprising vertical grids, to which horizontal grids are fixedly connected, and buried columns are fixedly connected at the bottom of the vertical grids, and support components are arranged on both sides of the buried columns; the support component comprises a movable column, a first slide groove, a fixed block, a second slide groove, a first connecting block, a movable plate, a second connecting block, an arc plate, a supporting plate, and a supporting column; the movable column is slidably connected in the first slide groove, the inner wall of the fixed block is fixedly connected to the outer wall of the movable column, and the fixed block is slidably connected in the second slide groove; the geogrid for preventing wind and consolidating soil realizes the sliding of the fixed block in the second slide groove through the movement of the movable column, and the sliding of the second sliding block enables the movable plate to move on the first connecting block, and the movable plate is moved through the movement of the movable plate.

Description

Technical Field

[0001] The utility model relates to the technical field of geogrids, in particular to a geogrid for preventing wind and consolidating soil. Background Art

[0002] Geogrid is a main geosynthetic material made of high-strength polyester fiber or glass fiber. It is woven through a special process and has large meshes, uniform force, anti-slip and wear resistance, and excellent drainage performance. Geogrids are mostly used in dams, roadbeds, retaining walls, drainage and other projects. They have the advantages of enhancing integrity, preventing subsidence, and increasing bearing capacity. When using geogrids, it is necessary to select products of appropriate specifications and materials according to project requirements, and lay and connect them according to construction requirements to ensure their stability and drainage performance. At present, existing geogrids are usually single-layer mesh structures composed of transverse grids and longitudinal grids. When in use, the bottom is buried in sand to support and fix the geogrid. However, this support method has limited fixing performance during use, especially in areas with poor geological environments, and cannot effectively play a supporting role. Utility Model Content

[0003] In view of the deficiencies of the prior art, the utility model provides a geogrid for preventing wind and consolidating soil.

[0004] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a geogrid for windproof and soil consolidation, comprising a vertical grid, a horizontal grid fixedly connected to the vertical grid, a buried column fixedly connected to the bottom of the vertical grid, and support assemblies arranged on both sides of the buried column;

[0005] The support assembly includes a moving column, a first slide groove, a fixed block, a second slide groove, a first connecting block, a moving plate, a second connecting block, an arc plate, a supporting plate, and a supporting column;

[0006] The movable column is slidably connected in the first slide groove, the inner wall of the fixed block is fixedly connected to the outer wall of the movable column, the fixed block is slidably connected in the second slide groove, the inner side of the first connecting block is fixedly connected to the outer wall of the fixed block, the inner side of the movable plate is hinged on the outer wall of the first connecting block, the inner side of the second connecting block is hinged on the outer inner wall of the movable plate, the inner wall of the arc plate is fixedly connected to the outer wall of the second connecting block, the top of the support plate is fixedly connected to the bottom of the arc plate, and the support column is arranged inside the arc plate.

[0007] Preferably, a power assembly is provided on the top of the support assembly, and the power assembly includes a hydraulic cylinder, a first connecting plate is fixedly connected to the lower side of the hydraulic cylinder, a fixed column is fixedly connected to the bottom of the first connecting plate, and a second connecting plate is fixedly connected to the bottom of the fixed column; the power assembly provides supporting force for the use of the support assembly.

[0008] Preferably, the output end of the hydraulic cylinder passes through the first connecting plate and is fixedly connected to the top of the movable column, the top of the support column is fixedly connected to the bottom of the second connecting plate, and the first slide groove is opened on the second connecting plate; the second connecting plate provides supporting force for the use of the support column, the hydraulic cylinder provides power for the movement of the movable column, and the top of the arc plate is slidably connected to the bottom of the second connecting plate through a connecting shaft.

[0009] Preferably, a connecting assembly is provided on the top of the hydraulic cylinder, and the connecting assembly includes a first connecting column, the top of the first connecting column is fixedly connected to the second connecting column, the inner side of the second connecting column is fixedly connected to a clamping plate, a first threaded hole is opened on the clamping plate, a threaded rod is threadedly connected to the first threaded hole, and a second threaded hole is threadedly connected to the middle part of the threaded rod; the clamping plate is used to provide support force for the use of the second connecting column, and the second connecting column is used to provide support force for the use of the first connecting column.

[0010] Preferably, the second threaded hole is opened on the transverse grid, the bottom of the first connecting column is fixedly connected to the top of the hydraulic cylinder, and the clamping plate is arranged on the left and right sides of the transverse grid; the first connecting column provides support force for the use of the hydraulic cylinder, and the transverse grid provides a space for opening the second threaded hole.

[0011] Preferably, the support plate is arc-shaped, and the threaded rod passes through both sides of the second threaded hole and is threadedly connected in the first threaded hole; by using the support plate, the ground can be supported.

[0012] Compared with the prior art, the utility model provides a geogrid for windproof and soil consolidation, which has the following beneficial effects:

[0013] 1. The windproof and soil-fixing geogrid realizes the sliding of the fixed block in the second slide groove through the movement of the mobile column, and the sliding of the second sliding block enables the moving plate to move on the first connecting block. The movement of the moving plate enables the second connecting block to drive the arc plate to move outward on the sliding axis at the bottom of the second connecting plate. The outward movement of the arc plate enables the bottom support plate to move outward, thereby increasing the distance between the support plates, making it easier for the support plates to support the ground.

[0014] 2. The geogrid for windbreak and soil consolidation enables the support assembly to be connected to both sides of the vertical grid through the cooperation of the first connecting column and the connecting column. By rotating the threaded rod, the clamping plates on both sides can squeeze the horizontal grid in the middle, so that the clamping plates can be fixed on both sides of the horizontal grid, providing supporting force for the use of the support assembly. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:

[0016] Figure 1 This is the front view of the structure of the utility model;

[0017] Figure 2 This is a cross-sectional view of the structure of the utility model;

[0018] Figure 3 This is a detailed diagram of part A of the structure of the utility model.

[0019] In the figure: 1. vertical grid; 2. horizontal grid; 3. buried column; 4. power assembly; 41. hydraulic cylinder; 42. first connecting plate; 43. fixed column; 44. second connecting plate; 5. connecting assembly; 51. first connecting column; 52. second connecting column; 53. clamping plate; 54. first threaded hole; 55. threaded rod; 56. second threaded hole; 6. supporting assembly; 61. moving column; 62. first slide groove; 63. fixed block; 64. second slide groove; 65. first connecting block; 66. moving plate; 67. second connecting block; 68. arc plate; 69. supporting plate; 60. supporting column. DETAILED DESCRIPTION

[0020] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. Example 1

[0021] like Figure 1-3As shown, the utility model provides a geogrid for windproof and soil consolidation, including a vertical grid 1, a horizontal grid 2 is fixedly connected to the vertical grid 1, a buried column 3 is fixedly connected to the bottom of the vertical grid 1, and support assemblies 6 are arranged on both sides of the buried column 3; the support assembly 6 includes a movable column 61, a first slide groove 62, a fixed block 63, a second slide groove 64, a first connecting block 65, a movable plate 66, a second connecting block 67, an arc plate 68, a supporting plate 69, and a supporting column 60; the movable column 61 is slidably connected in the first slide groove 62, the inner wall of the fixed block 63 is fixedly connected to the outer wall of the movable column 61, the fixed block 63 is slidably connected in the second slide groove 64, the number of the second slide groove 64 is four, the inner side of the first connecting block 65 is fixedly connected to the outer wall of the fixed block 63, the number of the first connecting blocks 65 is four, the inner side of the movable plate 66 is hinged on the outer wall of the first connecting block 65, the number of the movable plates 66 is two, and the inner side of the second connecting block 67 is hinged on the movable plate 66 On the outer inner wall, the number of second connecting blocks 67 is two, the inner wall of the arc plate 68 is fixedly connected to the outer wall of the second connecting block 67, the number of arc plates 68 is four, the top of the support plate 69 is fixedly connected to the bottom of the arc plate 68, the number of support plates 69 is four, the support column 60 is arranged inside the arc plate 68, and a power component 4 is arranged on the top of the support assembly 6. The power component 4 includes a hydraulic cylinder 41. The lower side of the hydraulic cylinder 41 is fixedly connected to the first connecting plate 42, the bottom of the first connecting plate 42 is fixedly connected to the fixing column 43, and the bottom of the fixing column 43 is fixedly connected to the second connecting plate 44. The number of fixed columns 43 is eight, and the output end of the hydraulic cylinder 41 passes through the first connecting plate 42 and is fixedly connected to the top of the moving column 61, the top of the support column 60 is fixedly connected to the bottom of the second connecting plate 44, the first slide groove 62 is opened on the second connecting plate 44, and the top of the arc plate 68 and the bottom of the second connecting plate 44 are slidably connected through a connecting shaft.

[0022] In this embodiment, when the burying column 3 is buried underground, the hydraulic cylinder 41 is started to drive the moving column 61 to slide in the first slide groove 62, and the movement of the moving column 61 drives the fixed block 63 to slide in the second slide groove 64, and the sliding of the fixed block 63 drives the first connecting block 65 to move, and the movement of the first connecting block 65 drives the moving plate 66 to move on the second connecting block 67, and the movement of the second connecting block 67 makes the arc plate 68 move at the bottom of the second connecting plate 44, and the movement of the arc plate 68 drives the bottom support plate 69 to move, and the fixed column 43 provides support force for the use of the second connecting plate 44, and the first connecting plate 42 provides support force for the use of the support column 60. Example 2

[0023] like Figure 1-3As shown, on the basis of Example 1, the utility model provides a technical solution: a connecting component 5 is provided on the top of the hydraulic cylinder 41, and the connecting component 5 includes a first connecting column 51, and the number of the first connecting column 51 is two. The top of the first connecting column 51 is fixedly connected to the second connecting column 52, and the number of the second connecting column 52 is two. A clamping plate 53 is fixedly connected to the inner side of the second connecting column 52, and the number of the clamping plate 53 is two. A first threaded hole 54 is opened on the clamping plate 53, and the number of the first threaded holes 54 is two. A threaded rod 55 is threadedly connected to the first threaded hole 54, and the middle part of the threaded rod 55 is threadedly connected to the second threaded hole 56, and the second threaded hole 56 is opened on the transverse grid 2. The bottom of the first connecting column 51 is fixedly connected to the top of the hydraulic cylinder 41, and the clamping plate 53 is arranged on the left and right sides of the transverse grid 2. The support plate 69 is arc-shaped, and the threaded rod 55 passes through the second threaded hole 56 and is threaded in the first threaded hole 54 on both sides, and the number of the second threaded holes 56 is six

[0024] In this embodiment, the threaded rod 55 is passed through the first threaded hole 54 and the second threaded hole 56 at the same time, and then the threaded rod 55 is rotated, so that the clamping plate 53 is moved on both sides of the transverse grid 2, so that the inner side of the clamping plate 53 can clamp the transverse grid 2, and the clamping plate 53 provides support force for the use of the second connecting column 52, and the second connecting column 52 provides support force for the use of the first connecting column 51, and the hydraulic cylinder 41 is fixed on both sides of the transverse grid 2 through the first connecting column 51.

Claims

1. A geogrid for windbreak and soil consolidation, comprising a vertical grid (1), characterized in that: The vertical grid (1) is fixedly connected to a transverse grid (2), the bottom of the vertical grid (1) is fixedly connected to a buried column (3), and support assemblies (6) are provided on both sides of the buried column (3); The support assembly (6) comprises a movable column (61), a first slide groove (62), a fixed block (63), a second slide groove (64), a first connecting block (65), a movable plate (66), a second connecting block (67), an arc plate (68), a support plate (69), and a support column (60); The movable column (61) is slidably connected in the first sliding groove (62), the inner wall of the fixed block (63) is fixedly connected to the outer wall of the movable column (61), the fixed block (63) is slidably connected in the second sliding groove (64), the inner side of the first connecting block (65) is fixedly connected to the outer wall of the fixed block (63), the inner side of the movable plate (66) is hinged on the outer wall of the first connecting block (65), the inner side of the second connecting block (67) is hinged on the outer inner wall of the movable plate (66), the inner wall of the arc plate (68) is fixedly connected to the outer wall of the second connecting block (67), the top of the support plate (69) is fixedly connected to the bottom of the arc plate (68), and the support column (60) is arranged inside the arc plate (68).

2. The geogrid for windbreak and soil consolidation according to claim 1, characterized in that: A power assembly (4) is arranged on the top of the support assembly (6), the power assembly (4) includes a hydraulic cylinder (41), a first connecting plate (42) is fixedly connected to the lower side of the hydraulic cylinder (41), a fixing column (43) is fixedly connected to the bottom of the first connecting plate (42), and a second connecting plate (44) is fixedly connected to the bottom of the fixing column (43).

3. The geogrid for windbreak and soil consolidation according to claim 2, characterized in that: The output end of the hydraulic cylinder (41) passes through the first connecting plate (42) and is fixedly connected to the top of the movable column (61); the top of the supporting column (60) is fixedly connected to the bottom of the second connecting plate (44); the first sliding groove (62) is provided on the second connecting plate (44); and the top of the arc plate (68) is slidably connected to the bottom of the second connecting plate (44) via a connecting shaft.

4. The geogrid for windbreak and soil consolidation according to claim 3, characterized in that: A connecting assembly (5) is arranged on the top of the hydraulic cylinder (41), wherein the connecting assembly (5) includes a first connecting column (51), a second connecting column (52) is fixedly connected to the top of the first connecting column (51), a clamping plate (53) is fixedly connected to the inner side of the second connecting column (52), a first threaded hole (54) is formed on the clamping plate (53), a threaded rod (55) is threadedly connected to the inner side of the first threaded hole (54), and a second threaded hole (56) is threadedly connected to the middle part of the threaded rod (55).

5. The geogrid for windbreak and soil consolidation according to claim 4, characterized in that: The second threaded hole (56) is formed on the transverse grid (2), the bottom of the first connecting column (51) is fixedly connected to the top of the hydraulic cylinder (41), and the clamping plate (53) is arranged on the left and right sides of the transverse grid (2).

6. The geogrid for windbreak and soil consolidation according to claim 5, characterized in that: The support plate (69) is in an arc shape, and the threaded rod (55) passes through two sides of the second threaded hole (56) and is threadedly connected in the first threaded hole (54).

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