Supporting and anchoring composite reinforcing structure of earthen site wall

Abstract

The utility model relates to the technical field of earthen archaeological site wall reinforcement, and provides an earthen archaeological site wall supporting and anchoring composite reinforcement structure which comprises a first frame and a second frame arranged on one side of the first frame, connecting frames are fixedly installed in the first frame and the second frame respectively, and one side of each connecting frame is rotationally connected with a first screw. The limiting blocks are slidably connected to the two sides of the inner wall of the connecting frame, the first frame is fixed to one side of the earthen site wall through the first screw, the limiting groove, the limiting blocks, the stabilizing rods and the screw blocks, the second frame is fixed to the other side of the earthen site wall, and the first screw is rotated to drive the limiting blocks to ascend and descend; the height of the limiting groove is adjusted to be aligned with a hole site punched in an earthen ruin wall in advance, the stabilizing rod is inserted from the limiting block on the first frame and penetrates through the limiting block on the second frame, the screw block is screwed on the stabilizing rod to be connected with the screw thread, the first frame and the second frame are next to the earthen ruin wall, and therefore the two sides of the earthen ruin wall are reinforced and protected.

Description

Technical Field

[0001] This utility model relates to the field of earthen site wall reinforcement technology, specifically to a support-anchor-pull composite reinforcement structure for earthen site walls. Background Technology

[0002] Earthen ruins refer to the wall sections of ancient ruins constructed primarily of earth, possessing historical, cultural, and scientific value. Earthen ruins encompass various forms such as ancient city walls, beacon towers, passes, and tombs. These walls are typically built using traditional techniques like rammed earth, adobe bricks, and mud mixed with straw. While possessing significant historical, cultural, and scientific value, rammed earth walls commonly suffer from damage such as warping, cracks, and foundation erosion due to long-term wind, rain, and earthquakes. This makes them highly susceptible to outward collapse or overturning under horizontal earthquakes and other external forces.

[0003] In existing technologies, support devices are installed on one side of the earthen archaeological site wall, but the side away from the support device lacks support, causing the earthen archaeological site wall to easily tilt to the side away from the support device. Therefore, a composite reinforcement structure of support and anchoring for earthen archaeological site walls is proposed. Utility Model Content

[0004] This utility model proposes a composite reinforcement structure for supporting and anchoring earthen archaeological site walls, which solves the problem in related technologies where a support device is installed on one side of the earthen archaeological site wall, but the side away from the support device lacks support, causing the earthen archaeological site wall to easily tilt to the side away from the support device.

[0005] The technical solution of this utility model is as follows: A composite reinforcement structure for supporting and anchoring earthen ruins walls, comprising:

[0006] Frame 1, Frame 2 set on one side of Frame 1, connecting frames are fixedly installed inside Frame 1 and Frame 2 respectively, and a screw 1 is rotatably connected to one side of the connecting frame;

[0007] The limiting block is slidably connected to both sides of the inner wall of the connecting frame, and the limiting block is threadedly connected to the screw. A limiting groove is formed through the surface of the limiting block.

[0008] A stabilizer bar is inserted into the limiting groove. One end of the stabilizer bar is fixedly connected to a limiting plate. The outer side wall of the stabilizer bar is threaded, and a screw block is installed on the stabilizer bar through the thread.

[0009] Preferably, a rectangular groove is provided on one side of the limiting block, and the limiting plate is engaged with the rectangular groove.

[0010] Preferably, a sliding rod is fixedly installed on one side of the connecting frame, and the limiting block is slidably connected to the sliding rod.

[0011] Preferably, a screw rod 2 is installed through one side of each of the first frame and the second frame, and a support plate is fixedly connected to one end of the screw rod 2.

[0012] Preferably, a base plate is fixedly installed at the bottom of both frame one and frame two, and an anti-slip rubber pad is fixedly installed at the bottom of each base plate.

[0013] Preferably, one side of frame one and frame two are respectively hinged to support rod one, one end of support rod one is slidably connected to support rod two, one end of support rod two is hinged to rectangular seat, and the top of rectangular seat is inserted through a limit post.

[0014] Preferably, a slot 1 is provided through one side of the support rod 1, and a slot 2 that matches the slot 1 is provided through one side of the support rod 2.

[0015] The working principle and beneficial effects of this utility model are as follows:

[0016] 1. Using the screw rod, limiting groove, limiting block, stabilizing rod, and screw block, frame one is fixed to one side of the earthen site wall, and frame two is fixed to the other side of the earthen site wall. Rotating screw rod one causes the limiting block to rise and fall, so that the height of the limiting groove is aligned with the hole pre-drilled in the earthen site wall. The stabilizing rod is inserted from the limiting block on frame one and passes through the limiting block on frame two. The screw block is screwed onto the stabilizing rod and connected by threads. Frame one and frame two are close to the earthen site wall, thereby reinforcing and protecting both sides of the earthen site wall.

[0017] 2. By rotating the screw rod and the support plate, the support plate is brought into contact with the earthen ruins wall, so that multiple support plates on frame one and frame two come into contact with the earthen ruins wall, thus facilitating the reinforcement of the uneven earthen ruins wall. Attached Figure Description

[0018] The present invention will now be described in further detail with reference to the accompanying drawings and specific embodiments.

[0019] Figure 1 This is a schematic diagram of the overall three-dimensional structure of this utility model;

[0020] Figure 2 This is a three-dimensional structural diagram of the frame of this utility model;

[0021] Figure 3 This is a three-dimensional structural diagram of the stabilizer bar of this utility model;

[0022] In the diagram: 1. Frame 1; 2. Frame 2; 3. Connecting frame; 4. Limiting block; 5. Screw 1; 6. Limiting groove; 7. Stabilizing rod; 8. Limiting plate; 9. Thread; 10. Screw block; 11. Rectangular groove; 12. Sliding rod; 13. Screw 2; 14. Support plate; 15. Base plate; 16. Anti-slip rubber pad; 17. Support rod 1; 18. Support rod 2; 19. Rectangular seat; 20. Limiting post; 21. Slot 1; 22. Slot 2. Detailed Implementation

[0023] The technical solutions of this utility model will be clearly and completely described below with reference to the embodiments of this utility model. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of this utility model.

[0024] Please see Figure 1 - Figure 3 This utility model provides a composite reinforcement structure for supporting and anchoring earthen ruins walls, comprising:

[0025] Frame 1, Frame 2 set on one side of Frame 1, Connecting frame 3 is fixedly installed inside Frame 1 and Frame 2 respectively, and screw 5 is rotatably connected to one side of the connecting frame 3.

[0026] Limiting block 4 is slidably connected to both sides of the inner wall of connecting frame 3. Limiting block 4 is threadedly connected to screw 5. Limiting groove 6 is opened through the surface of limiting block 4.

[0027] The stabilizer bar 7 is inserted into the limiting groove 6. One end of the stabilizer bar 7 is fixedly connected to the limiting plate 8. The outer side wall of the stabilizer bar 7 is provided with a thread 9. The stabilizer bar 7 is installed with a screw block 10 through the thread 9. A rectangular groove 11 is provided on one side of the limiting block 4. The limiting plate 8 and the rectangular groove 11 are engaged with each other.

[0028] Frame 1 is fixed to one side of the earthen site wall, and Frame 2 is fixed to the other side of the earthen site wall. Rotating screw 5 causes the limiting block 4 to rise and fall. The limiting block 4 causes the limiting groove 6 to adjust the height and align with the holes drilled in the earthen site wall beforehand. The stabilizing rod 7 is inserted from the limiting block 4 on Frame 1, so that the limiting plate 8 is engaged with the rectangular groove 11. Screw 10 is screwed onto the stabilizing rod 7. Under the action of the limiting plate 8 and the rectangular groove 11, the stabilizing rod 7 is prevented from rotating, so that Frame 1 and Frame 2 are tightly attached to the earthen site wall for reinforcement.

[0029] Specifically, a slide rod 12 is fixedly installed on one side of the connecting frame 3, and the limiting block 4 is slidably connected to the slide rod 12;

[0030] During the lifting and lowering process, the limit block 4 is guided to lift and lower by sliding the slide rod 12.

[0031] Specifically, screw rod 13 is installed through one side of frame 1 and frame 2 respectively, and a support plate 14 is fixedly connected to one end of screw rod 13;

[0032] Rotating screw 13 causes support plate 14 to come into contact with the earthen site wall, so that multiple support plates 14 on frame 1 and frame 2 come into contact with the earthen site wall, thus reinforcing the uneven earthen site wall.

[0033] Specifically, a base plate 15 is fixedly installed at the bottom of frame 1 and frame 2 respectively, and an anti-slip rubber pad 16 is fixedly installed at the bottom of each base plate 15. The anti-slip rubber pad 16 can prevent the base plate 15 from sliding abnormally when it is fixed.

[0034] The anti-slip rubber pad 16 at the bottom of the base plate 15 is in contact with the ground and can adapt to different geological environments, so that frame one 1 and frame two 2 are fixed on both sides of the earthen ruin wall.

[0035] Specifically, support rod 17 is hinged to one side of frame 1 and frame 2 respectively. Support rod 28 is slidably connected to one end of support rod 17. Rectangular seat 19 is hinged to one end of support rod 28. Limiting post 20 is inserted through the top of rectangular seat 19. Slot 21 is opened through one side of support rod 17. Slot 22 matching slot 21 is opened through one side of support rod 28.

[0036] Support rod 218 is pulled out to a suitable length through support rod 17, and slot 121 and slot 22 are connected by bolts and nuts to limit the movement between support rod 17 and support rod 218. The limiting post 20 is set through the rectangular base 19 and is connected by a threaded rotation. The limiting post 20 is threaded. In this way, the building angle of support rod 17 can be adjusted to adapt to different terrains and further increase the stability of frame 1 and frame 2.

[0037] The working principle of this utility model is as follows: This utility model is a composite reinforcement structure for supporting and anchoring earthen ruins walls. First, in use, frame 1 is fixed to one side of the earthen ruins wall, and frame 2 is fixed to the other side of the earthen ruins wall. Rotating screw 2 13 causes the support plate 14 to contact the earthen ruins wall, so that multiple support plates 14 on frame 1 and frame 2 contact the earthen ruins wall. Rotating screw 1 5 causes the limiting block 4 to rise and fall. The limiting block 4 causes the limiting groove 6 to adjust the height to align with the holes drilled in advance on the earthen ruins wall. The stabilizing rod 7 is inserted from the limiting block 4 on frame 1, so that the limiting plate 8 is engaged with the rectangular groove 11. The stabilizing rod 7 passes through the earthen ruins wall and the limiting block 4 on frame 2. The screw block 10 is screwed onto the stabilizing rod 7 and connected to the thread 9. The stabilizing rod 7 is used to limit the positioning of frame 1 and frame 2, thereby reinforcing and protecting both sides of the earthen ruins wall.

[0038] The above are merely preferred embodiments of the present utility model and are not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model shall be included within the protection scope of the present utility model.

Claims

1. A composite reinforcement structure for supporting and anchoring earthen ruins walls, characterized in that, include: Frame 1 (1) and Frame 2 (2) set on one side of Frame 1 (1). Connecting frame (3) is fixedly installed inside Frame 1 (1) and Frame 2 (2). A screw 1 (5) is rotatably connected to one side of the connecting frame (3). The limiting block (4) is slidably connected to both sides of the inner wall of the connecting frame (3). The limiting block (4) is threadedly connected to the screw (5). A limiting groove (6) is opened through the surface of the limiting block (4). A stabilizer bar (7) is inserted into the inside of the limiting groove (6). One end of the stabilizer bar (7) is fixedly connected to a limiting plate (8). The outer side wall of the stabilizer bar (7) is provided with a thread (9). A screw block (10) is installed on the stabilizer bar (7) through the thread (9).

2. The supporting anchor-pull composite reinforcement structure for earthen ruins walls according to claim 1, characterized in that: A rectangular groove (11) is provided on one side of the limiting block (4), and the limiting plate (8) is engaged with the rectangular groove (11).

3. The supporting anchor-pull composite reinforcement structure for earthen ruins walls according to claim 1, characterized in that: A slide rod (12) is fixedly installed on one side of the connecting frame (3), and the limiting block (4) is slidably connected to the slide rod (12).

4. The supporting anchor-pull composite reinforcement structure for earthen ruins walls according to claim 1, characterized in that: One side of the frame one (1) and the frame two (2) are respectively connected to a screw two (13), and one end of the screw two (13) is fixedly connected to a support plate (14).

5. The supporting anchor-pull composite reinforcement structure for earthen ruins walls according to claim 1, characterized in that: The bottom of frame one (1) and frame two (2) are respectively fixedly installed with base plates (15), and the bottom of each base plate (15) is fixedly installed with anti-slip rubber pads (16).

6. The supporting anchor-pull composite reinforcement structure for earthen ruins walls according to claim 1, characterized in that: One side of frame one (1) and frame two (2) are respectively hinged to support rod one (17), one end of support rod one (17) is slidably connected to support rod two (18), one end of support rod two (18) is hinged to rectangular seat (19), and the top of rectangular seat (19) is inserted through a limit post (20).

7. The supporting anchor-pull composite reinforcement structure for earthen ruins walls according to claim 6, characterized in that: One side of the support rod (17) has a through slot (21), and one side of the support rod (18) has a through slot (22) that matches the through slot (21).

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