Slope rock-soil damage layer reinforcing device
By designing a slope geotechnical damage layer reinforcement device with adjustable angles, and using structures such as threaded rods and guide rods, the problem of the inability to fit the protective plate in the prior art is solved, and the stability and safety of the slope are improved.
Patent Information
- Application Number
- CN202420055753.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-01-10
- Publication Date
- 2024-12-17
- Estimated Expiration
- 2034-01-10
AI Technical Summary
The prior art cannot adjust the angle of the protective plate when the slope is reinforced, resulting in the protective plate not fitting with the slope surface, poor applicability, and affecting the stability and safety of the slope.
A slope rock and soil damage layer reinforcement device is designed. By rotating the rotary handle, the angle of the pressure plate is adjusted, and the threaded rod and the guide rod are used to combine the fixed nails and anchor nails to achieve the reinforcement effect of the pressure plate and the slope surface.
It has achieved strong applicability to slopes with different angles, improved the stability and safety of slope rock mass, and enhanced the reinforcement effect.
Smart Images
Figure CN222183392U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of slope reinforcement equipment, in particular to a slope rock and soil damaged layer reinforcement device. Background Art
[0002] Slope refers to the slope with a certain slope on both sides of the roadbed to ensure the stability of the roadbed, usually composed of rock and soil. Accidents such as landslide, side sliding and collapse of the slope can easily cause road blockage, affect the passage of people and vehicles, and in serious cases cause casualties and damage to public property. Therefore, the slope needs to be reinforced.
[0003] In the prior art, anchoring technology is often used to reinforce rock slopes, improve the overall inlay strength of high slopes, reduce the deformation probability and damage of slopes, and improve the stability and safety of the entire slope rock mass. However, when reinforcing the slope, the angle of the protective plate cannot be adjusted, and the protective plate cannot be made to fit the slope surface. It is not suitable for all slopes, resulting in poor reinforcement effect on the slope. Utility Model Content
[0004] The utility model aims to solve the problems existing in the prior art and provide a slope rock and soil damaged layer reinforcement device with strong applicability.
[0005] The two guide rods are fixedly connected to the first and second guide rails at both ends of the pressure plate, and the two guide rails are fixedly connected to the pressure plate, and the two guide rails are fixedly connected to the pressure plate. A threaded rod and two guide rods are passed through the fixing plate. One end of the threaded rod is fixedly connected to a rotating handle, and the end of the threaded rod away from the rotating handle is rotatably connected to a fixed seat through a bearing. The fixed seat away from the threaded rod is fixedly connected to a connecting seat one, and a sliding seat one slidably connected to the first sliding rail is connected to the connecting seat one, and one end of the two guide rods is fixedly connected to a connecting seat two, and the connecting seat two is connected to a sliding seat two slidably connected to the second sliding rail.
[0006] As a further improvement of the utility model, a plurality of fixing nails are passed through the bottom plate and a through hole is provided on the bottom plate for the fixing nails to pass through. The number of the fixing nails is four and they are evenly distributed at both ends of the bottom plate.
[0007] As a further improvement of the utility model, a plurality of anchoring nails are passed through the pressing plate and a through hole 2 is provided on the pressing plate for the anchoring nails to pass through. The number of the anchoring nails is four and they are evenly distributed on the upper part of the pressing plate.
[0008] As a further improvement of the utility model, the threaded rod is threadedly connected to the fixed plate and a threaded groove is provided on the fixed plate for the threaded rod to pass through; the guide rod is slidably connected to the fixed plate and a guide groove is provided on the fixed plate for the guide rod to pass through.
[0009] As a further improvement of the utility model, the connecting seat 1 is hinged to the sliding seat 1 through bolt 1, and the connecting seat 2 is hinged to the sliding seat 2 through bolt 2.
[0010] As a further improvement of the utility model, the first slide rail is provided with a slide groove 1 for slide seat 1 to slide, and the second slide rail is provided with a slide groove 2 for slide seat 2 to slide; slide seat 1 and slide seat 2 are both T-shaped slides, and slide groove 1 and slide groove 2 are both T-shaped slides.
[0011] The advantages of the utility model compared with the prior art are: the utility model can be applied to slopes of different angles by adjusting the angle of the pressure plate by rotating the rotating handle, and has strong applicability; and the pressure plate is made to fit the slope surface, thereby improving the reinforcement effect of the slope, thereby improving the stability and safety of the entire slope rock mass. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] Figure 1 It is a schematic diagram of the overall structure of a slope rock and soil damage layer reinforcement device of the utility model;
[0013] Figure 2 This is a schematic structural diagram of another viewing angle of a slope rock and soil damage layer reinforcement device of the utility model;
[0014] Figure 3 It is a partial cross-sectional view of a slope rock and soil damaged layer reinforcement device of the utility model;
[0015] Figure 4 The utility model is a slope rock and soil damage layer reinforcement device Figure 1 Schematic diagram of the middle section A;
[0016] Figure 5 The utility model is a slope rock and soil damage layer reinforcement device Figure 3 Schematic diagram of part B in the middle.
[0017] As shown in the figure: 1. Base plate; 2. Rotating shaft; 3. Pressing plate; 4. Column; 5. Fixed plate; 6. First slide rail; 7. Second slide rail; 8. Threaded rod; 9. Guide rod; 10. Rotating handle; 11. Bearing; 12. Fixed seat; 13. Connecting seat 1; 14. Slide seat 1; 15. Connecting seat 2; 16. Slide seat 2; 17. Fixing nail; 18. Anchor nail; 19. Bolt 1; 20. Bolt 2; 21. Slide slot 1; 22. Slide slot 2. DETAILED DESCRIPTION
[0018] The directional terms such as up, down, left, right, front, back, front, back, top, bottom, etc. mentioned or may be mentioned in this specification are defined relative to their structure and are relative concepts. Therefore, they may change accordingly according to their different locations and different usage states; therefore, these or other directional terms should not be interpreted as restrictive terms.
[0019] The singular forms "a", "said" and "the" used in this specification are intended to include the plural forms, unless the context clearly indicates otherwise. It should also be understood that the term "and / or" used herein refers to and includes any or all possible combinations of one or more of the associated listed items.
[0020] In order to make the technical problems, technical solutions and beneficial effects to be solved by this application more clearly understood, the present application is further described in detail below in conjunction with the accompanying drawings and implementation methods. It should be understood that the implementation methods described herein are only used to explain this application and are not used to limit this application.
[0021] The utility model provides the following Figure 1 , Figure 2 , Figure 3 , Figure 4 , Figure 5 The shown device for reinforcing a slope rock and soil damaged layer comprises a base plate 1, one side of the base plate 1 is rotatably connected to a pressure plate 3 via a rotating shaft 2, two columns 4 are fixedly connected to the base plate 1, the two columns 4 are fixedly connected via a fixing plate 5, a first slide rail 6 is fixedly connected to the pressure plate 3, and second slide rails 7 are fixedly connected to the pressure plate 3 on both sides of the first slide rail 6, a threaded rod 8 and two guide rods 9 are passed through the fixing plate 5, one end of the threaded rod 8 is fixedly connected to a rotating handle 10, the end of the threaded rod 8 away from the rotating handle 10 is rotatably connected to a fixed seat 12 via a bearing 11, the side of the fixed seat 12 away from the threaded rod 8 is fixedly connected to a connecting seat 13, a sliding seat 14 slidably connected to the first slide rail 6 is connected to the connecting seat 13, one end of the two guide rods 9 are fixedly connected to a connecting seat 2 15, and a sliding seat 2 16 slidably connected to the second slide rail 7 is connected to the connecting seat 2 15.
[0022] like Figure 1 , Figure 2 , Figure 3 As shown, in the utility model, a plurality of fixing nails 17 are pierced on the bottom plate 1 and a through hole is provided on the bottom plate 1 for the fixing nails 17 to pass through. The number of the fixing nails 17 is four and they are evenly distributed at both ends of the bottom plate 1, thereby improving the fixing effect of the bottom plate 1 and making the device as a whole more stable.
[0023] like Figure 1 , Figure 2 , Figure 3As shown, in the utility model, a plurality of anchor nails 18 are pierced on the pressure plate 3 and two through holes for the anchor nails 18 to pass through are provided on the pressure plate 3. The number of anchor nails 18 is four and they are evenly distributed on the upper part of the pressure plate 3, thereby improving the fixing effect of the pressure plate 3, making the pressure plate 3 fit the slope and improving the stability and safety of the entire slope rock mass.
[0024] like Figure 1 and Figure 3 As shown, in the utility model, the threaded rod 8 is threadedly connected to the fixed plate 5 and the fixed plate 5 is provided with a threaded groove for the threaded rod 8 to pass through; the guide rod 9 is slidably connected to the fixed plate 5 and the fixed plate 5 is provided with a guide groove for the guide rod 9 to pass through. When the pressure plate 3 adjusts the angle, the device as a whole is more stable.
[0025] like Figure 4 and Figure 5 As shown, in the utility model, the connecting seat 13 and the sliding seat 14 are hinged by a bolt 19, and the connecting seat 2 15 and the sliding seat 2 16 are hinged by a bolt 20. When the angle of the pressure plate 3 changes, the angle between the sliding seat 14 and the connecting seat 13, and the angle between the sliding seat 2 16 and the connecting seat 2 15 all change.
[0026] like Figure 1 , Figure 3 , Figure 5 As shown, in the utility model, the first slide rail 6 is provided with a slide groove 21 for the slide seat 14 to slide, and the second slide rail 7 is provided with a slide groove 22 for the slide seat 16 to slide; the slide seat 14 and the slide seat 16 are both T-shaped slides, and the slide groove 1 21 and the slide groove 22 are both T-shaped slides, which improves the stability of the slide seat 14 and the slide seat 16 when sliding.
[0027] Working principle: When the utility model is implemented, the base plate 1 is first fixed by the fixing nails 17, and then the rotating handle 10 is controlled to rotate to drive the threaded rod 8 to rotate. At this time, since the threaded rod 8 is threadedly connected to the fixing plate 5, and the threaded rod 8 is rotationally connected to the fixing seat 12 through the bearing 11, when the threaded rod 8 rotates, it will slide to one side, thereby changing the angle of the pressure plate 3, so that the pressure plate 3 fits the slope, and the fixing effect of the pressure plate 3 on the slope is improved by the anchor nails 18, thereby improving the stability and safety of the entire slope rock mass.
[0028] The above description of the utility model and its implementation methods is not restrictive. The drawings show only one implementation method of the utility model, and the actual structure is not limited thereto. In short, if ordinary technicians in this field are inspired by it and design a structure and implementation method similar to the technical solution without creativity without departing from the purpose of the invention of the utility model, they should all fall within the protection scope of the utility model.
Claims
1. A device for reinforcing a rock and soil damaged layer on a slope, comprising a base plate (1), one side of the base plate (1) being rotatably connected to a pressing plate (3) via a rotating shaft (2), characterized in that: The bottom plate (1) is fixedly connected to two upright posts (4), the two upright posts (4) are fixedly connected via a fixing plate (5), the pressing plate (3) is fixedly connected to a first slide rail (6), the pressing plate (3) is fixedly connected to second slide rails (7) on both sides of the first slide rail (6), the fixing plate (5) is provided with a threaded rod (8) and two guide rods (9), one end of the threaded rod (8) is fixedly connected to a rotating handle (10), the threaded rod (8) is away from the first slide rail (6), and the second slide rail (7) is fixedly connected to the first slide rail (6). One end of the rotating handle (10) is rotatably connected to a fixed seat (12) via a bearing (11); a side of the fixed seat (12) away from the threaded rod (8) is fixedly connected to a connecting seat 1 (13); a sliding seat 1 (14) slidably connected to the first sliding rail (6) is connected to the connecting seat 1 (13); one end of each of the two guide rods (9) is fixedly connected to a connecting seat 2 (15); a sliding seat 2 (16) slidably connected to the second sliding rail (7) is connected to the connecting seat 2 (15).
2. A slope rock and soil damaged layer reinforcement device according to claim 1, characterized in that: The bottom plate (1) is provided with a plurality of fixing nails (17) and the bottom plate (1) is provided with a through hole for the fixing nails (17) to pass through. The number of the fixing nails (17) is four and they are evenly distributed at both ends of the bottom plate (1).
3. The device for reinforcing the damaged rock and soil layer of a slope according to claim 1, characterized in that: The pressing plate (3) is provided with a plurality of anchoring nails (18) and the pressing plate (3) is provided with two through holes for the anchoring nails (18) to pass through. The number of the anchoring nails (18) is four and they are evenly distributed on the upper part of the pressing plate (3).
4. The device for reinforcing the damaged rock and soil layer of a slope according to claim 1, characterized in that: The threaded rod (8) is threadedly connected to the fixing plate (5), and the fixing plate (5) is provided with a threaded groove for the threaded rod (8) to pass through; the guide rod (9) is slidably connected to the fixing plate (5), and the fixing plate (5) is provided with a guide groove for the guide rod (9) to pass through.
5. The device for reinforcing the damaged rock and soil layer of a slope according to claim 1, characterized in that: The connecting seat 1 (13) and the sliding seat 1 (14) are hingedly connected by bolt 1 (19), and the connecting seat 2 (15) and the sliding seat 2 (16) are hingedly connected by bolt 2 (20).
6. The device for reinforcing the damaged rock and soil layer of a slope according to claim 1, characterized in that: The first slide rail (6) is provided with a slide groove 1 (21) for slide seat 1 (14) to slide, and the second slide rail (7) is provided with a slide groove 2 (22) for slide seat 2 (16) to slide; the slide seat 1 (14) and the slide seat 2 (16) are both T-shaped slides, and the slide groove 1 (21) and the slide groove 2 (22) are both T-shaped slide grooves.