Geotextile winding and anti-skid positioning assembly for slope construction

Abstract

The utility model discloses a geotechnical cloth take -up anti -skidding positioning assembly for slope construction, specifically related to slope construction technical field. The utility model discloses a geotechnical cloth take -up anti -skidding positioning assembly for slope construction, including taking -out box, the inside of taking -out box is provided with geotechnical cloth subassembly, the front side of the one side outside geotechnical cloth subassembly is penetrated to taking -out box outside, the outer wall of geotechnical cloth subassembly is provided with locking assembly in the front end of taking -out box, the side of taking -out box and geotechnical cloth subassembly is far away respectively provided with two positioning assembly. The utility model through the length of slope construction, control geotechnical cloth subassembly and carry out unwinding operation, lengthen to the suitable length, then operate locking assembly again, press and fix geotechnical cloth, lock the length of geotechnical cloth, and the both ends of taking -out box and geotechnical cloth subassembly are respectively operated positioning assembly and adopt the mode of screw rotation and drill into the ground, reduce the resistance, enhance the pull -out resistance.

Description

Technical Field

[0001] This utility model relates to the field of slope construction technology, and in particular to a geotextile retraction and anti-slip positioning component for slope construction. Background Technology

[0002] Geotextile, also known as geotextile fabric, is a permeable geosynthetic material made of synthetic fibers through needle punching or weaving. It is widely used in railway subgrade reinforcement, highway pavement maintenance, sports stadiums, dam protection, hydraulic structure isolation, tunnels, coastal mudflats, reclamation, environmental protection, and other projects. After installation, especially on slopes or in areas affected by water flow or wind, effective anti-slip and fixing measures are required to prevent displacement of the geotextile. The existing technology has the following problems:

[0003] When laying and using existing geotextiles, the varying lengths of the construction slopes make it inconvenient to freely extend and position the geotextiles, reducing their ease of use. Furthermore, after laying, ground stakes are often used to directly penetrate the surface of the geotextile into the ground, causing damage to the geotextile and reducing the stability of the fixation. Utility Model Content

[0004] The main purpose of this utility model is to provide a geotextile retraction and anti-slip positioning component for slope construction, which can effectively solve the problems of inconvenience in freely retracting and positioning geotextile and the damage to geotextile caused by ground cones directly penetrating the surface of geotextile into the ground.

[0005] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0006] A geotextile retraction and anti-slip positioning component for slope construction includes a retraction box, a geotextile component is disposed inside the retraction box, one side of the geotextile component extends to the front side of the retraction box, a locking component is disposed at the front end of the retraction box near the outer wall of the geotextile component, and two positioning components are disposed on the side of the retraction box and the geotextile component that are far apart from each other.

[0007] Preferably, the locking assembly includes a top plate, a pressure plate, a screw, a knob, two limiting slide rods, and a bottom plate. The screw passes through the upper and lower ends of the middle of the top plate and is threadedly connected to it. The bottom of the screw passes through the middle of the pressure plate and is rotatably connected to it. The bottom of the knob is fixedly connected to the top of the screw. The outer walls of the two limiting slide rods pass through the bottom of the top plate near the left and right sides of the screw and are slidably connected to it. The bottom of the two limiting slide rods is fixedly connected to the top of the pressure plate. The bottom of the pressure plate is fixedly connected with several anti-slip strips in an equidistant array.

[0008] Preferably, the rear end of the top plate is fixedly connected to the top of the front end of the storage box, the rear end of the bottom plate is fixedly connected to the bottom of the front end of the storage box, and the middle side of the front end of the storage box has an internal and external through connection port.

[0009] Preferably, the geotextile assembly includes a take-up roller, two limiting discs, two throttles, and geotextile. The middle portions of the opposite sides of the two limiting discs are fixedly connected to the left and right ends of the take-up roller, respectively. The right end of the throttle extends through the interior of the take-up / untake-off box and is fixedly connected to the middle portion of the left limiting disc. One end of the geotextile is fixedly connected to the outer wall of the take-up roller, and the other end of the geotextile is fixedly connected to the outer wall of the load-bearing block.

[0010] Preferably, the outer wall of the take-up roller is disposed inside the take-up box, the outer wall of the right-side limiting plate is rotatably connected to the inner wall of the take-up box, and the outer wall of the geotextile is wound around the outer wall of the take-up roller through the connection port.

[0011] Preferably, a U-shaped adjusting plate is provided on the front side of the outer wall of the load-bearing block, and connecting sleeve rods are respectively sleeved on the left and right ends of the U-shaped adjusting plate. One end of the two connecting sleeve rods facing each other is fixedly connected to the left and right ends of the load-bearing block, respectively.

[0012] Preferably, the positioning assembly includes a positioning plate, a ground cone, a second throttle, and a spiral blade. The upper side of the outer wall of the ground cone is provided with a threaded groove. The outer wall of the ground cone passes through the upper and lower ends of the positioning plate through the threaded groove and is threadedly connected to each other. The top of the ground cone is fixedly connected to the middle of the second throttle, and the inner wall of the spiral blade is fixedly connected to the bottom of the outer wall of the ground cone.

[0013] Preferably, one end of the opposite face of the two positioning plates is fixedly connected to the left and right sides of the opposite back of the receiving box and the U-shaped adjustment plate, respectively.

[0014] Compared with the prior art, the present invention has the following beneficial effects:

[0015] 1. This utility model provides a geotextile roll-up and anti-slip positioning component for slope construction. It adopts the cooperation between a roll-up box, a geotextile component, and a locking component. By controlling the length of the slope construction, the geotextile component is unrolled and stretched to a suitable length. Then, the locking component is operated to press and fix the geotextile, locking the length of the geotextile. This solves the problem that existing geotextiles are inconvenient to freely roll up and position due to the varying lengths of the construction slope, which reduces the convenience of use. It achieves the beneficial effect of conveniently rolling up and down the geotextile and improving the convenience of use.

[0016] 2. This utility model provides a geotextile retraction and anti-slip positioning component for slope construction. It utilizes a retraction box, a geotextile assembly, and a positioning component in conjunction. The positioning component is driven into the ground by rotating the retraction box and geotextile assembly at both ends using a threaded rotation method. This reduces resistance and enhances pull-out resistance. The spiral blades form an "anti-slip system" with the slope soil. Through the lateral support of the blades on the soil, the pull of the soil along the slope on the pile body is reduced, preventing the pile from being "pulled down" or displaced. This solves the problem of damage to the geotextile caused by directly inserting a ground cone into the ground after laying, which reduces the stability of the fixation. This invention achieves the beneficial effects of conveniently inserting the positioning component into the ground, improving the stability of the fixation, and avoiding damage to the geotextile surface. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the overall structure of the geotextile retraction and anti-slip positioning component of this utility model;

[0018] Figure 2 This is a three-dimensional structural diagram of the locking component of this utility model;

[0019] Figure 3 This is a three-dimensional structural diagram of the geotextile component of this utility model;

[0020] Figure 4 This is a partially enlarged schematic diagram of the A-dimensional structure of this utility model;

[0021] Figure 5 This is a three-dimensional structural diagram of the positioning component of this utility model.

[0022] In the diagram: 1. Retractable box; 101. Connecting port; 2. Geotextile assembly; 21. Retractable roller; 22. Limiting plate; 23. Turning handle one; 24. Geotextile; 25. Load-bearing block; 26. U-shaped adjusting plate; 27. Connecting sleeve rod; 3. Locking assembly; 31. Top plate; 32. Pressure plate; 321. Anti-slip strip; 33. Screw; 34. Knob; 35. Limiting slide rod; 36. Bottom plate; 4. Positioning assembly; 41. Positioning plate; 42. Ground cone; 420. Threaded groove; 43. Turning handle two; 44. Spiral blade. Detailed Implementation

[0023] To make the technical means, creative features, objectives and effects of this utility model easier to understand, the present utility model will be further described below in conjunction with specific embodiments.

[0024] like Figure 1As shown, a geotextile retraction and anti-slip positioning component for slope construction includes a retraction box 1, a geotextile component 2 is disposed inside the retraction box 1, one side of the geotextile component 2 extends to the front side of the retraction box 1, a locking component 3 is disposed at the front end of the retraction box 1 near the outer wall of the geotextile component 2, and two positioning components 4 are disposed on the sides of the retraction box 1 and the geotextile component 2 that are far apart from each other.

[0025] The system consists of a take-up and release box 1, a geotextile component 2, a locking component 3, and a positioning component 4. By operating the take-up and release box 1 and the geotextile component 2 together, the length of the geotextile component 2 can be adjusted. By operating the locking component 3, the geotextile component 2 can be locked to prevent it from extending further. By operating the positioning component 4, it can be inserted into the soil for positioning.

[0026] like Figure 2 As shown, this utility model provides a technical solution for a geotextile retraction and anti-slip positioning component for slope construction: the locking component 3 includes a top plate 31, a pressure plate 32, a screw 33, a knob 34, two limiting slide rods 35, and a bottom plate 36. The screw 33 passes through the upper and lower ends of the middle of the top plate 31 and is threadedly connected to it. The bottom of the screw 33 passes through the middle of the pressure plate 32 and is rotatably connected to it. The bottom of the knob 34 is fixedly connected to the top of the screw 33. The outer walls of the two limiting slide rods 35 pass through the bottom of the top plate 31 near the left and right sides of the screw 33 and are slidably connected to it. Rotating the knob 34 drives the pressure plate 32 to rise and fall. During movement, the up and down movement of the limiting slide bar 35 can limit the movement trajectory of the pressure plate 32. The bottom of both limiting slide bars 35 are fixedly connected to the top of the pressure plate 32. Several anti-slip strips 321 are fixedly connected to the bottom of the pressure plate 32 at equal intervals. The surface of the anti-slip strips 321 is pressed tightly against the surface of the geotextile 24 to further increase the friction between the two and prevent the geotextile 24 from slipping. The rear end of the top plate 31 is fixedly connected to the top of the front end of the receiving box 1, and the rear end of the bottom plate 36 is fixedly connected to the bottom of the front end of the receiving box 1. The middle side of the front end of the receiving box 1 has an internal and external through connection port 101.

[0027] like Figure 3As shown, this utility model provides a technical solution for a geotextile roll-up and anti-slip positioning component for slope construction: The geotextile component 2 includes a take-up roller 21, two limiting discs 22, two rotary handles 23, and geotextile 24. The middle parts of the opposite sides of the two limiting discs 22 are fixedly connected to the left and right ends of the take-up roller 21, respectively. The right end of the rotary handle 23 extends into the interior of the take-up box 1 and is fixedly connected to the middle part of the left limiting disc 22. One end of the geotextile 24 is fixedly connected to the outer wall of the take-up roller 21, and the other end of the geotextile 24 is fixedly connected to the outer wall of the load-bearing block 25. By rotating the rotary handle 23, the geotextile 24 can be rolled up along the connection port 101 on the surface of the take-up roller 21, which facilitates the adjustment of the length of the geotextile 24. The outer wall of the take-up roller 21 is set inside the take-up box 1. The outer wall of the right limiting disc 22 is rotatably connected to the inner wall of the take-up box 1. The outer wall of the geotextile 24 is wrapped around the outer wall of the take-up roller 21 through the connection port 101.

[0028] like Figure 4 As shown, this utility model provides a technical solution for a geotextile retraction and anti-slip positioning component for slope construction: a U-shaped adjusting plate 26 is provided on the front side of the outer wall of the load-bearing block 25, and connecting sleeve rods 27 are respectively sleeved on the left and right ends of the U-shaped adjusting plate 26. One end of the opposite face of the two connecting sleeve rods 27 is fixedly connected to the left and right ends of the load-bearing block 25, and the U-shaped adjusting plate 26 rotates along the outer wall of the load-bearing block 25 through the connecting sleeve rods 27 to adjust the fixed angle of the front positioning component 4.

[0029] like Figure 5 As shown, this utility model provides a technical solution for a geotextile retraction and anti-slip positioning component for slope construction: the positioning component 4 includes a positioning plate 41, a ground cone 42, a second throttle 43, and a spiral blade 44. The upper side of the outer wall of the ground cone 42 is provided with a threaded groove 420. The outer wall of the ground cone 42 passes through the upper and lower ends of the positioning plate 41 through the threaded groove 420 and is threadedly connected between them. The ground cone 42 is rotated along the positioning plate 41 by the second throttle 43 to reduce resistance and enhance pull-out resistance. The top of the ground cone 42 is fixedly connected to the middle of the second throttle 43. The inner wall of the spiral blade 44 is fixedly connected to the bottom of the outer wall of the ground cone 42. The spiral blade 44 and the slope soil form an "anti-slip system". Through the lateral support of the blade on the soil, the pull of the soil sliding along the slope on the pile body is reduced, and the pile is prevented from being "pulled down" or displaced. One end of the opposite face of the front and rear positioning plates 41 is fixedly connected to the left and right sides of the opposite back of the retraction box 1 and the U-shaped adjustment plate 26, respectively.

[0030] The working principle of this type of geotextile retraction and anti-slip positioning component for slope construction will be explained in detail below.

[0031] like Figure 1-5As shown, during slope construction, firstly, the handle 43 on the take-up and release box 1 is rotated. Using a threaded lifting mechanism, the ground cone 42 is driven downwards into the soil to position the take-up and release box 1. Then, the knob 34 is rotated upwards to detach the pressure plate 32 from the surface of the geotextile 24. Next, the load-bearing block 25 pulls the geotextile 24 outwards along the take-up roller 21 from the connection port 101, laying it flat on the slope surface. Depending on the length of the slope, it is stretched to the bottom of the slope. Then, the worker rotates the knob 34 back, causing the pressure plate 32 to move horizontally downwards through the two limiting slide bars 35, thus lowering the soil... Geotextile 24 is pressed onto the upper surface of the base plate 36. Anti-slip strip 321 increases the friction with the surface of geotextile 24 to prevent geotextile 24 from stretching further. Then, the U-shaped adjusting plate 26 is rotated along the surface of the load-bearing block 25 through the connecting sleeve rod 27 to adjust the ground cone 42 to a state perpendicular to the ground. Then, the second throttle 43 is turned in sequence to drill the spiral blades 44 on the surface of the ground cone 42 into the soil, reducing resistance and enhancing pull-out resistance. The spiral blades 44 and the slope soil form an "anti-slip system". Through the lateral support of the blades on the soil, the pull of the soil sliding along the slope on the pile body is reduced, and the pile is prevented from being "taken down" or displaced.

[0032] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claims. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. A geotextile deployment and anti-slip positioning component for slope construction, comprising a deployment box (1), characterized in that: The inside of the receiving box (1) is provided with a geotextile assembly (2). One side of the geotextile assembly (2) extends to the front side of the receiving box (1). A locking assembly (3) is provided at the front end of the receiving box (1) near the outer wall of the geotextile assembly (2). Two positioning assemblies (4) are provided on the sides of the receiving box (1) and the geotextile assembly (2) that are far apart from each other.

2. The geotextile retraction and anti-slip positioning component for slope construction according to claim 1, characterized in that: The locking assembly (3) includes a top plate (31), a pressure plate (32), a screw (33), a knob (34), two limiting slide rods (35), and a bottom plate (36). The screw (33) passes through the upper and lower ends of the middle of the top plate (31) and is threadedly connected to it. The bottom of the screw (33) passes through the middle of the pressure plate (32) and is rotatably connected to it. The bottom of the knob (34) is fixedly connected to the top of the screw (33). The outer walls of the two limiting slide rods (35) pass through the bottom of the top plate (31) near the left and right sides of the screw (33) and are slidably connected to it. The bottom of the two limiting slide rods (35) is fixedly connected to the top of the pressure plate (32). Several anti-slip strips (321) are fixedly connected to the bottom of the pressure plate (32) in an equidistant array.

3. The geotextile retraction and anti-slip positioning component for slope construction according to claim 2, characterized in that: The rear end of the top plate (31) is fixedly connected to the top of the front end of the storage box (1), the rear end of the bottom plate (36) is fixedly connected to the bottom of the front end of the storage box (1), and the middle side of the front end of the storage box (1) is provided with an internal and external through connection port (101).

4. The geotextile retraction and anti-slip positioning component for slope construction according to claim 1, characterized in that: The geotextile assembly (2) includes a take-up roller (21), two limiting discs (22), two throttles (23), and geotextile (24). The middle parts of the opposite sides of the two limiting discs (22) are fixedly connected to the left and right ends of the take-up roller (21), respectively. The right end of the throttle (23) extends into the interior of the take-up box (1) and is fixedly connected to the middle part of the left limiting disc (22). One end of the geotextile (24) is fixedly connected to the outer wall of the take-up roller (21), and the other end of the geotextile (24) is fixedly connected to the outer wall of the load-bearing block (25).

5. A geotextile retraction and anti-slip positioning component for slope construction according to claim 4, characterized in that: The outer wall of the take-up roller (21) is set inside the take-up box (1), the outer wall of the right-side limiting plate (22) is rotatably connected to the inner wall of the take-up box (1), and the outer wall of the geotextile (24) is wrapped around the outer wall of the take-up roller (21) through the connection port (101).

6. A geotextile roll-up and anti-slip positioning component for slope construction according to claim 4, characterized in that: A U-shaped adjusting plate (26) is provided on the front side of the outer wall of the load-bearing block (25). Connecting sleeve rods (27) are respectively sleeved on the left and right ends of the U-shaped adjusting plate (26). One end of the opposite face of the two connecting sleeve rods (27) is fixedly connected to the left and right ends of the load-bearing block (25).

7. A geotextile retraction and anti-slip positioning component for slope construction according to claim 6, characterized in that: The positioning component (4) includes a positioning plate (41), a ground cone (42), a throttle (43), and a spiral blade (44). The upper side of the outer wall of the ground cone (42) is provided with a threaded groove (420). The outer wall of the ground cone (42) passes through the upper and lower ends of the positioning plate (41) through the threaded groove (420) and is threadedly connected to each other. The top of the ground cone (42) is fixedly connected to the middle of the throttle (43), and the inner wall of the spiral blade (44) is fixedly connected to the bottom of the outer wall of the ground cone (42).

8. A geotextile retraction and anti-slip positioning component for slope construction according to claim 7, characterized in that: One end of the opposite face of the two positioning plates (41) is fixedly connected to the left and right sides of the opposite back of the receiving box (1) and the U-shaped adjustment plate (26).

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