Lattice retaining wall for geological disaster engineering
By designing a lattice retaining wall for geological disaster projects, combining the installation of bottom plates, movable baffles, arc-shaped reinforcement components and rear reinforcement components, the problem of soil breaking through the bottom of the retaining wall in a landslide is solved, and effective impact dispersion and protection effects are achieved.
Patent Information
- Application Number
- CN202421955458.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-13
- Publication Date
- 2025-06-03
- Estimated Expiration
- 2034-08-13
AI Technical Summary
During a landslide, the soil at the bottom is pushed and squeezed by the soil at the upper part, and its downward sliding speed will accelerate, and the kinetic energy will increase, causing the soil to break through the bottom of the grid retaining wall, which will then cause the entire grid retaining wall to break and lose its protective effect.
A lattice retaining wall for geological disaster engineering is designed, including mounting base plates, movable baffles, arc-shaped reinforcement components and rear reinforcement components. The arc-shaped reinforcement components disperse the buffering effect of soil impact by strengthening the bottom plate, strengthening side plate, T-slider, arc-shaped buffer plate and arc-shaped reinforcement rib; the rear reinforcement components further strengthen the bottom of the movable baffle through the rear reinforcement frame, rear reinforcement rib and T-slider to prevent excessive impact.
Through the buffering effect of arc-shaped reinforcement components and the reinforcement effect of rear reinforcement components, the impact force of soil is effectively dispersed and absorbed, and the stability and protective effect of the lattice retaining wall are protected, so as to prevent soil from breaking through the bottom of the retaining wall.
Smart Images
Figure CN222936032U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of lattice retaining walls, and particularly relates to a lattice retaining wall for geological disaster engineering. Background Technique
[0002] The lattice retaining wall, also known as the lattice type retaining wall, is a new type of wall structure form, mainly used for the protection and treatment in geological disaster engineering.
[0003] During the landslide process, the soil at the bottom is pushed and squeezed by the soil above, and its downward sliding speed will increase, and at the same time, its kinetic energy will also increase. Therefore, the soil at the bottom has higher kinetic energy and impact force. Once it collides with the lattice retaining wall, it may directly break through the bottom of the lattice retaining wall, and then cause the entire lattice retaining wall to break and lose its protective effect. Therefore, we propose a lattice retaining wall for geological disaster engineering to solve the problems mentioned above. Content of the Utility Model
[0004] The purpose of the utility model is to provide a lattice retaining wall for geological disaster engineering to solve the problem that during the landslide process, the soil at the bottom is pushed and squeezed by the soil above, its downward sliding speed will increase, and at the same time, its kinetic energy will also increase. Therefore, the soil at the bottom has higher kinetic energy and impact force. Once it collides with the lattice retaining wall, it may directly break through the bottom of the lattice retaining wall, and then cause the entire lattice retaining wall to break and lose its protective effect as mentioned in the above background technique.
[0005] To achieve the above purpose, the utility model provides the following technical solutions:
[0006] A lattice retaining wall for geological disaster engineering, including an installation base plate. One side of the top of the installation base plate is provided with a movable baffle, and a plurality of support rod sleeves are evenly spaced on the other side of the top of the installation base plate. An arc-shaped strengthening member is provided at the bottom of one side of the movable baffle, and a plurality of rear strengthening members are evenly spaced at the bottom of the other side of the movable baffle. A support rod is arranged inside the plurality of support rod sleeves, and a plurality of bolt fixing members are evenly spaced on the outer side of the support rod sleeve;
[0007] The arc-shaped strengthening member includes a strengthening base plate. One side of the strengthening base plate is vertically provided with a strengthening side plate. A first T-shaped slider is arranged at the bottom of the strengthening base plate. A plurality of front tightening screws are symmetrically arranged at both ends of the strengthening base plate. An arc-shaped buffer plate is arranged on the side of the strengthening side plate close to the strengthening base plate. A first T-shaped slider is arranged on the side of the strengthening side plate far from the strengthening base plate. A plurality of arc-shaped strengthening ribs are evenly spaced on the side of the arc-shaped buffer plate close to the strengthening base plate.
[0008] Further, a first bottom plate chute is arranged on one side of the mounting bottom plate close to the arc-shaped strengthening member, and a second bottom plate chute is arranged on one side of the mounting bottom plate close to the rear strengthening member. The movable baffle is rotatably connected to the mounting bottom plate. A first baffle chute is arranged on one side of the movable baffle close to the arc-shaped strengthening member, and two second baffle chutes are arranged at intervals on one side of the movable baffle close to the rear strengthening member.
[0009] Further, the rear strengthening member includes a rear strengthening frame. Two rear strengthening ribs are symmetrically arranged inside the rear strengthening frame. A plurality of second T-shaped sliders are respectively arranged on two side surfaces of the rear strengthening frame close to the mounting bottom plate and the movable baffle. A plurality of rear tightening screws are arranged at intervals at both ends of two side surfaces of the rear strengthening frame close to the mounting bottom plate and the movable baffle. The two rear strengthening ribs are fixedly connected to the rear strengthening frame. The plurality of second T-shaped sliders are respectively slidably connected to the second bottom plate chute and the second baffle chute. The second T-shaped sliders are fixedly connected to the rear strengthening frame. The plurality of rear tightening screws are threadedly connected to the rear strengthening frame. The rear tightening screws pass through the rear strengthening frame and are respectively in contact with the mounting bottom plate and the movable baffle.
[0010] Further, a plurality of outer limit holes are evenly arranged at intervals on the support rod sleeve. One end of the support rod sleeve is rotatably connected to the mounting bottom plate. A plurality of inner limit holes are evenly arranged at intervals on the support rod. One end of the support rod is rotatably connected to the top of the movable baffle. The other end of the support rod is slidably connected to the support rod sleeve.
[0011] Further, the bolt fixing member passes through the outer limit hole and the inner limit hole and is clamped with the support rod sleeve.
[0012] Further, one side of the strengthening bottom plate is fixedly connected to the strengthening side plate, the other side of the strengthening bottom plate is fixedly connected to the arc-shaped buffer plate, the bottom of the strengthening bottom plate is fixedly connected to the first T-shaped slider. The front tightening screw is threadedly connected to the strengthening bottom plate. The front tightening screw passes through the strengthening bottom plate and is in contact with the mounting bottom plate. The strengthening side plate is fixedly connected to the first T-shaped slider. The two first T-shaped sliders are respectively slidably connected to the first bottom plate chute and the first baffle chute. The arc-shaped buffer plate is fixedly connected to the strengthening side plate. The arc-shaped buffer plate is fixedly connected to the arc-shaped strengthening rib. Both sides of the arc-shaped strengthening rib are respectively fixedly connected to the strengthening bottom plate and the strengthening side plate.
[0013] Compared with the prior art, the beneficial effects of the present utility model are:
[0014] The utility model is provided with a mounting base plate. One side of the top of the mounting base plate is provided with a movable baffle. One side of the bottom of the movable baffle is provided with an arc-shaped strengthening member, and a plurality of rear strengthening members are evenly spaced at the bottom of the other side of the movable baffle. The arc-shaped strengthening member includes a strengthening base plate, a strengthening side plate, a first T-shaped slider, a front tightening screw, an arc-shaped buffer plate and arc-shaped strengthening ribs. In this process, the strengthening base plate and the strengthening side plate are respectively connected to the mounting base plate and the movable baffle through the first T-shaped slider. The arc-shaped buffer plate can disperse the impact force of the soil impacted downwards to the mounting base plate and the movable baffle through a plurality of arc-shaped strengthening ribs to form a buffer, thereby protecting and strengthening the bottom of the movable baffle and the mounting base plate, and the rear strengthening member can reinforce the bottom of the movable baffle again to prevent the impact force from being too large. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 is a schematic diagram of the overall structure of the utility model;
[0016] Figure 2 is a schematic diagram of the rear structure of the utility model;
[0017] Figure 3 is a schematic diagram of the side structure of the utility model;
[0018] Figure 4 is a schematic diagram of the installation structure of the arc-shaped strengthening member of the utility model;
[0019] Reference numerals: 1, mounting base plate; 101, first bottom plate chute; 102, second bottom plate chute; 2, movable baffle; 201, first baffle chute; 202, second baffle chute; 3, support rod sleeve; 301, outer limit hole; 4, arc-shaped strengthening member; 401, strengthening base plate; 402, strengthening side plate; 403, first T-shaped slider; 404, front tightening screw; 405, arc-shaped buffer plate; 406, arc-shaped strengthening rib; 5, rear strengthening member; 501, rear strengthening frame; 502, rear strengthening rib; 503, second T-shaped slider; 504, rear tightening screw; 6, support rod; 601, inner limit hole; 7, bolt fixing member. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0020] The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.
[0021] Please refer to Figures 1 - 4, the present utility model provides a technical solution: a lattice retaining wall for geological disaster engineering, including an installation base plate 1, on one side of the top of the installation base plate 1, there is a movable baffle 2, on the other side of the top of the installation base plate 1, a plurality of support rod sleeves 3 are evenly spaced, at the bottom of one side of the movable baffle 2, there is an arc-shaped strengthening member 4, at the bottom of the other side of the movable baffle 2, a plurality of rear strengthening members 5 are evenly spaced, inside the plurality of support rod sleeves 3, there is a support rod 6, and on the outer side of the support rod sleeve 3, a plurality of bolt fixing members 7 are evenly spaced;
[0022] The arc-shaped strengthening member 4 includes a strengthening base plate 401, on one side of the strengthening base plate 401, there is a vertically arranged strengthening side plate 402, at the bottom of the strengthening base plate 401, there is a first T-shaped slider 403, at both ends of the strengthening base plate 401, a plurality of front tightening screws 404 are symmetrically arranged, on the side of the strengthening side plate 402 close to the strengthening base plate 401, there is an arc-shaped buffer plate 405, on the side of the strengthening side plate 402 far from the strengthening base plate 401, there is a first T-shaped slider 403, and on the side of the arc-shaped buffer plate 405 close to the strengthening base plate 401, a plurality of arc-shaped strengthening ribs 406 are evenly spaced.
[0023] On the side of the installation base plate 1 close to the arc-shaped strengthening member 4, there is a first bottom plate chute 101, on the side of the installation base plate 1 close to the rear strengthening member 5, there is a second bottom plate chute 102, the movable baffle 2 is rotatably connected to the installation base plate 1, on the side of the movable baffle 2 close to the arc-shaped strengthening member 4, there is a first baffle chute 201, and on the side of the movable baffle 2 close to the rear strengthening member 5, two baffle second chutes 202 are spaced. In this example, by setting the movable baffle 2 to be rotatably connected to the installation base plate 1, it is convenient to quickly install the lattice retaining wall.
[0024] The rear strengthening member 5 includes a rear strengthening frame 501, inside the rear strengthening frame 501, two rear strengthening ribs 502 are symmetrically arranged, on both sides of the rear strengthening frame 501 close to the installation base plate 1 and the movable baffle 2, a plurality of second T-shaped sliders 503 are respectively arranged, at both ends of both sides of the rear strengthening frame 501 close to the installation base plate 1 and the movable baffle 2, a plurality of rear tightening screws 504 are spaced, the two rear strengthening ribs 502 are fixedly connected to the rear strengthening frame 501, the plurality of second T-shaped sliders 503 are respectively slidably connected to the second bottom plate chute 102 and the baffle second chute 202, the second T-shaped sliders 503 are fixedly connected to the rear strengthening frame 501, the plurality of rear tightening screws 504 are threadedly connected to the rear strengthening frame 501, and the rear tightening screws 504 pass through the rear strengthening frame 501 and are respectively in contact with the installation base plate 1 and the movable baffle 2. In this example, by quickly inserting the second T-shaped slider 503 into the installation base plate 1 and the movable baffle 2 and rotating the rear tightening screws 504, the rear strengthening member 5 can be quickly fixed, avoiding the rear strengthening member 5 from falling off and sliding out when being impacted and losing the support and strengthening effect.
[0025] A plurality of outer limit holes 301 are evenly spaced on the support rod sleeve 3. One end of the support rod sleeve 3 is rotatably connected to the mounting base plate 1. A plurality of inner limit holes 601 are evenly spaced on the support rod 6. One end of the support rod 6 is rotatably connected to the top of the movable baffle 2. The other end of the support rod 6 is slidably connected to the support rod sleeve 3. In this embodiment, by providing a plurality of outer limit holes 301 and a plurality of inner limit holes 601, the support rod 6 can be quickly fixed to the support rod sleeve 3, thereby supporting the movable baffle 2.
[0026] The bolt fixing member 7 passes through the outer limit hole 301 and the inner limit hole 601 and is clamped with the support rod sleeve 3.
[0027] One side of the reinforcing base plate 401 is fixedly connected to the reinforcing side plate 402. The other side of the reinforcing base plate 401 is fixedly connected to the arc-shaped buffer plate 405. The bottom of the reinforcing base plate 401 is fixedly connected to the first T-shaped slider 403. The front tightening screw 404 is threadedly connected to the reinforcing base plate 401. The front tightening screw 404 passes through the reinforcing base plate 401 and contacts the mounting base plate 1. The reinforcing side plate 402 is fixedly connected to the first T-shaped slider 403. The two first T-shaped sliders 403 are respectively slidably connected to the first bottom plate chute 101 and the first baffle chute 201. The arc-shaped buffer plate 405 is fixedly connected to the reinforcing side plate 402. The arc-shaped buffer plate 405 is fixedly connected to the arc-shaped reinforcing rib 406. The two sides of the arc-shaped reinforcing rib 406 are respectively fixedly connected to the reinforcing base plate 401 and the reinforcing side plate 402. In this embodiment, by quickly inserting the first T-shaped slider 403 into the mounting base plate 1 and the movable baffle 2 and rotating the front tightening screw 404, the arc-shaped reinforcing member 4 can be quickly fixed, preventing the arc-shaped reinforcing member 4 from falling off and sliding out when being impacted, thus losing the support and reinforcement function.
[0028] Working principle: Place the mounting base plate 1 at the designated position. Rotate the movable baffle 2, rotate the support rod sleeve 3 and the support rod 6. Insert the support rod 6 into the support rod sleeve 3. Then, pass the bolt fixing member 7 through the outer limit hole 301 and the inner limit hole 601 to fix the support rod 6 to the support rod sleeve 3. Align the two first T-shaped sliders 403 on the arc-shaped reinforcing member 4 with the first bottom plate chute 101 and the first baffle chute 201 and insert them, thereby connecting the mounting base plate 1 and the movable baffle 2. Rotate the front tightening screw 404 to fix the arc-shaped reinforcing member 4. Align the second T-shaped slider 501 on the rear reinforcing member 5 with the second bottom plate chute 102 and the second baffle chute 202 and insert them, thereby strengthening the mounting base plate 1 and the movable baffle 2. Rotate the rear tightening screw 504 to fix the rear reinforcing member 5. When a landslide occurs, the soil at the bottom impacts the arc-shaped buffer plate 405. The arc-shaped buffer plate 405 disperses the impact force to the mounting base plate 1 and the movable baffle 2 through a plurality of arc-shaped reinforcing ribs 406 to form a buffer, thereby protecting the bottom of the movable baffle 2.
[0029] Although embodiments of the present invention have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A lattice retaining wall used in geological disaster engineering, characterized by: The invention comprises a mounting base plate (1), wherein a movable baffle plate (2) is arranged on one side of the top of the mounting base plate (1), a plurality of support rod sleeves (3) are evenly arranged on the other side of the top of the mounting base plate (1), an arc-shaped reinforcing component (4) is arranged on the bottom of one side of the movable baffle plate (2), a plurality of rear reinforcing components (5) are evenly arranged on the bottom of the other side of the movable baffle plate (2), a plurality of support rods (6) are arranged inside the plurality of support rod sleeves (3), and a plurality of bolt fixing members (7) are evenly arranged on the outside of the support rod sleeves (3); The arc-shaped reinforcement component (4) comprises a reinforcement base plate (401), a reinforcement side plate (402) is vertically arranged on one side of the reinforcement base plate (401), a first T-shaped slider (403) is arranged at the bottom of the reinforcement base plate (401), a plurality of front tightening screws (404) are symmetrically arranged at both ends of the reinforcement base plate (401), an arc-shaped buffer plate (405) is arranged on the side of the reinforcement side plate (402) close to the reinforcement base plate (401), a first T-shaped slider (403) is arranged on the side of the reinforcement side plate (402) away from the reinforcement base plate (401), and a plurality of arc-shaped reinforcement ribs (406) are evenly spaced on the side of the arc-shaped buffer plate (405) close to the reinforcement base plate (401).
2. The lattice retaining wall used in geological disaster engineering according to claim 1, characterized in that: The mounting base plate (1) is provided with a first base plate slide groove (101) on the side close to the arc-shaped reinforcing component (4), and a second base plate slide groove (102) is provided on the side close to the rear reinforcing component (5). The movable baffle plate (2) is rotatably connected to the mounting base plate (1), and a first baffle plate slide groove (201) is provided on the side close to the arc-shaped reinforcing component (4), and two second baffle plate slide grooves (202) are provided at intervals on the side close to the rear reinforcing component (5).
3. The lattice retaining wall used in geological disaster engineering according to claim 2, characterized in that: The rear reinforcement component (5) comprises a rear reinforcement frame (501), two rear reinforcement ribs (502) are symmetrically arranged inside the rear reinforcement frame (501), a plurality of second T-shaped sliding blocks (503) are respectively arranged on two sides of the rear reinforcement frame (501) close to the mounting base plate (1) and the movable baffle plate (2), a plurality of rear tightening screws (504) are arranged at intervals at both ends of the two sides of the rear reinforcement frame (501) close to the mounting base plate (1) and the movable baffle plate (2), and the two rear reinforcement ribs (502) are symmetrically arranged inside the rear reinforcement frame (501), a plurality of second T-shaped sliding blocks (503) are respectively arranged on two sides of the rear reinforcement frame (501) close to the mounting base plate (1) and the movable baffle plate (2), and a plurality of rear tightening screws (504) are arranged at intervals at both ends of the two sides of the rear reinforcement frame (501) close to the mounting base plate (1) and the movable baffle plate (2). The second T-shaped sliders (503) are respectively slidably connected to the second slide groove (102) of the bottom plate and the second slide groove (202) of the baffle plate. The second T-shaped sliders (503) are fixedly connected to the rear reinforcement frame (501). The plurality of rear tightening screws (504) are threadedly connected to the rear reinforcement frame (501). The rear tightening screws (504) pass through the rear reinforcement frame (501) and are respectively in contact with the mounting bottom plate (1) and the movable baffle plate (2).
4. The lattice retaining wall used in geological disaster engineering according to claim 1, characterized in that: The support rod sleeve (3) is provided with a plurality of outer limit holes (301) at even intervals, one end of the support rod sleeve (3) is rotatably connected to the mounting base plate (1), the support rod (6) is provided with a plurality of inner limit holes (601) at even intervals, one end of the support rod (6) is rotatably connected to the top of the movable baffle (2), and the other end of the support rod (6) is slidably connected to the support rod sleeve (3).
5. The lattice retaining wall used in geological disaster engineering according to claim 1, characterized in that: The bolt fixing member (7) passes through the outer limiting hole (301) and the inner limiting hole (601) and is clamped with the support rod sleeve (3).
6. The lattice retaining wall used in geological disaster engineering according to claim 1, characterized in that: One side of the reinforcing bottom plate (401) is fixedly connected to the reinforcing side plate (402), the other side of the reinforcing bottom plate (401) is fixedly connected to the arc-shaped buffer plate (405), the bottom of the reinforcing bottom plate (401) is fixedly connected to the first T-shaped slider (403), the front tightening screw (404) is threadedly connected to the reinforcing bottom plate (401), the front tightening screw (404) passes through the reinforcing bottom plate (401) and contacts the mounting bottom plate (1), the reinforcing side plate (402) is fixedly connected to the reinforcing bottom plate (401), and the front tightening screw (404) is threadedly connected to the reinforcing bottom plate (401). The first T-shaped slider (403) is fixedly connected, and the two first T-shaped sliders (403) are respectively slidably connected to the first slide groove (101) of the bottom plate and the first slide groove (201) of the baffle plate, the arc-shaped buffer plate (405) is fixedly connected to the reinforced side plate (402), the arc-shaped buffer plate (405) is fixedly connected to the arc-shaped reinforcing rib (406), and the two sides of the arc-shaped reinforcing rib (406) are respectively fixedly connected to the reinforced bottom plate (401) and the reinforced side plate (402).