Slope support anchor rod structure

CN224884741UActive Publication Date: 2026-10-23深圳市工勘基础工程有限公司 +1
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Patent Information

Application Number
CN202521216702.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-06-14
Publication Date
2026-10-23
Estimated Expiration
2035-06-14

AI Technical Summary

Technical Problem

[0004]本实用新型的目的在于提供边坡支护锚杆结构,旨在解决现有技术中,靠墙架功能较为单一的问题

Benefits of technology

[0015]与现有技术相比,本实用新型提供的边坡支护锚杆结构,通过设有的弯折条可使得锚杆的外置段与格构柱之间连接更加稳固,并通过对中结构的设置,可便于保持内置段在锚孔中的定位准确,使得锚杆能够很好的在锚孔中进行居中,方便浇筑混凝土后使得锚杆能够更好的将边坡的下滑力、土压力和岩石压力传递至稳定地层,保障边坡坡体的稳定。

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Abstract

The utility model relates to the technical field of side slope protection, open the anchor hole and lattice column of side slope department, and the utility model discloses a side slope support anchor rod structure, including anchor rod, the built -in section of implanting in the anchor hole and the outside section extending to the outside of anchor hole, the built -in section of anchor rod is provided with the centring structure, the outside section of anchor rod implants in the lattice column, the outside section of anchor rod is connected with two mutually symmetrical bending strip, the outside section of anchor rod is connected with the steel wire rope through stainless steel buckle and U -shaped piece, and the one end of steel wire rope away from anchor rod forms the steel rope ring, and the outside section between anchor rod and lattice column can be more stable through the bending strip of well -provided and connect, and through the setting of centring structure, can be convenient for keeping the positioning accurate of built -in section in anchor hole, makes anchor rod can be well in the centering of anchor hole, makes anchor rod can better deliver the sliding force of side slope, earth pressure and rock pressure to stable stratum after the convenient concreting, guarantees the stability of side slope slope body.
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Description

Technical Field

[0001] This utility model patent relates to the field of slope protection technology, and more specifically, to slope support anchor structure. Background Technology

[0002] In civil engineering and natural disaster protection, in order to prevent slopes from being eroded by rainwater and other factors, landslides and collapses must be prevented, and the safety of slopes and their environment must be ensured. Therefore, slope support, reinforcement and protection measures must be taken.

[0003] In existing technologies, anchored grid beams are commonly used to reinforce slopes, while conventional anchors are mostly composed of individual steel bars, which have relatively limited functionality. Utility Model Content

[0004] The purpose of this utility model is to provide a slope support anchor structure, which aims to solve the problem that the wall support frame has a relatively simple function in the existing technology.

[0005] This utility model is implemented as follows: a slope support anchor structure includes an anchor rod, an anchor hole opened at the slope, and a lattice column. The anchor rod includes an internal section implanted in the anchor hole and an external section extending outside the anchor hole. The internal section of the anchor rod is provided with a centering structure. The external section of the anchor rod is implanted in the lattice column. Two mutually symmetrical bent strips are connected to the external section of the anchor rod. A steel wire rope is connected to the external section of the anchor rod by a stainless steel buckle and a U-shaped block. A steel wire rope loop is formed at the end of the steel wire rope away from the anchor rod.

[0006] Preferably, the two bent strips are L-shaped, and both bent strips are welded to the anchor rod.

[0007] Preferably, the bent bar is a C22mm diameter HRB400 steel bar, and the anchor rod is a C28mm diameter HRB400 steel bar.

[0008] Preferably, the centering structure includes a fixed ring installed on the anchor bolt, four first connecting rods arranged at intervals along the circumferential direction on the fixed ring, second connecting rods rotatably installed on the first connecting rods, the same movable ring installed on the four second connecting rods, and two clamping blocks rotatably installed on the movable ring.

[0009] Preferably, the movable ring is slidably sleeved on the anchor rod, and the movable ring is provided with a plurality of connecting parts that are connected to the second connecting rod.

[0010] Preferably, each of the four second connecting rods is provided with an arc-shaped abutment block, which is welded to the second connecting rod.

[0011] Preferably, both clamping blocks are rotatably mounted on the movable ring via a rotating block.

[0012] Preferably, the fixing ring has four rotating grooves, and the four first connecting rods are rotatably installed in the four rotating grooves respectively.

[0013] Preferably, the two clamping blocks are connected and fixed by fixing bolts and nuts, and both clamping blocks are provided with arc-shaped grooves that are compatible with the anchor rod.

[0014] Preferably, the inner wall of the arc-shaped groove on the clamping block is provided with a plurality of anti-slip grooves spaced apart, and the inner wall of the arc-shaped groove is covered with a rubber anti-slip layer.

[0015] Compared with the prior art, the slope support anchor structure provided by this utility model can make the connection between the outer section of the anchor and the lattice column more stable through the provided bending strip, and the setting of the centering structure can make it easy to keep the inner section accurately positioned in the anchor hole, so that the anchor can be well centered in the anchor hole. After the concrete is poured, the anchor can better transfer the slope sliding force, soil pressure and rock pressure to the stable stratum, thus ensuring the stability of the slope. Attached Figure Description

[0016] Figure 1 This is a schematic diagram of the overall structure of the slope support anchor rod structure provided by this utility model; Figure 2 This is a schematic diagram of the bent strip, anchor rod, and lattice column of the slope support anchor structure provided by this utility model; Figure 3 This is a cross-sectional structural diagram of the clamping block, movable ring, first connecting rod and second connecting rod of the slope support anchor structure provided by this utility model. Figure 4 This is a cross-sectional schematic diagram of the clamping block and anchor rod of the slope support anchor rod structure provided by this utility model.

[0017] Explanation of reference numerals in the attached figures: 1. Anchor bolt; 2. Bending strip; 3. Steel wire rope; 4. Stainless steel buckle; 5. Fixing ring; 6. First connecting rod; 7. Second connecting rod; 8. Arc-shaped abutment block; 9. Movable ring; 10. Clamping block; 11. Lattice column; 12. Anchor hole; 13. Anti-slip groove; 14. Fixing bolt; 15. Nut; 16. Connector; 17. Rotating block; 18. Rotating groove; 19. U-shaped block. Detailed Implementation

[0018] To make the objectives, technical solutions, and advantages of this utility model clearer, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present utility model and are not intended to limit the present utility model.

[0019] The implementation of this utility model will be described in detail below with reference to specific embodiments.

[0020] In the accompanying drawings of this embodiment, the same or similar reference numerals correspond to the same or similar components. In the description of this utility model, it should be understood that if terms such as "upper," "lower," "left," and "right" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, they are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, the terms used to describe positional relationships in the drawings are only for illustrative purposes and should not be construed as limiting this patent. For those skilled in the art, the specific meaning of the above terms can be understood according to the specific circumstances.

[0021] Reference Figure 1-4 The image shown is a preferred embodiment of the present invention.

[0022] The slope support anchor 1 structure includes an anchor 1, an anchor hole 12 opened at the slope, and a lattice column 11. The anchor 1 includes an internal section implanted in the anchor hole 12 and an external section extending out of the anchor hole 12. The internal section of the anchor 1 is provided with a centering structure. The external section of the anchor 1 is implanted in the lattice column 11. Two mutually symmetrical bent strips 2 are connected to the external section of the anchor 1. A steel wire rope 3 is connected to the external section of the anchor 1 through a stainless steel buckle 4 and a U-shaped block 19. A steel wire rope loop is formed at the end of the steel wire rope 3 away from the anchor 1.

[0023] The bending strip 2 makes the connection between the outer section of the anchor rod 1 and the lattice column 11 more stable. The centering structure makes it easier to keep the inner section accurately positioned in the anchor hole 12, so that the anchor rod 1 can be well centered in the anchor hole 12. After the concrete is poured, the anchor rod 1 can better transfer the slope sliding force, soil pressure and rock pressure to the stable stratum, thus ensuring the stability of the slope.

[0024] Specifically, in this embodiment, the two bent strips 2 are L-shaped and both bent strips 2 are welded to the anchor rod 1. The bent strips 2 are HRB400 steel bars with a diameter of C22mm and the anchor rod 1 is HRB400 steel bars with a diameter of C28mm.

[0025] The provided bending strip 2 makes the connection between the outer section of the anchor rod 1 and the lattice column 11 more stable.

[0026] Specifically, in this embodiment, the centering structure includes a fixing ring 5 installed on the anchor rod 1. Four first connecting rods 6 are arranged at intervals along the circumferential direction on the fixing ring 5. Second connecting rods 7 are rotatably installed on the first connecting rods 6. The same movable ring 9 is installed on the four second connecting rods 7. Two clamping blocks 10 are rotatably installed on the movable ring 9.

[0027] By cooperating with the fixed ring 5, movable ring 9, first connecting rod 6, and second connecting rod 7, the movable ring 9 can slide on the anchor rod 1, thereby changing the distance between the connection point of the first connecting rod 6 and the second connecting rod 7 and the anchor rod 1. This allows for adjustment of the centering structure for anchor holes 12 of different diameters, enabling the anchor rod 1 to be better centered within the anchor hole 12. After adjustment, the anchor rod 1 can be clamped by the clamping block 10, thus restricting the position of the movable ring 9.

[0028] Specifically, in this embodiment, the movable ring 9 is slidably sleeved on the anchor rod 1, and the movable ring 9 is provided with a plurality of connecting parts 16 that are connected to the second connecting rod 7.

[0029] The connecting piece 16 allows the second connecting rod 7 to rotate along the movable ring 9.

[0030] Specifically, in this embodiment, each of the four second connecting rods 7 is provided with an arc-shaped abutment block 8, which is welded to the second connecting rod 7.

[0031] By setting the arc-shaped abutment block 8, it is easy for the arc-shaped abutment block 8 to contact the inner wall of the anchor hole 12 after the connection between the second connecting rod 7 and the first connecting rod 6 protrudes. This reduces the friction between the connection between the second connecting rod 7 and the first connecting rod 6 and the inner wall of the anchor hole 12, which would prevent the anchor rod 1 from being centered in the anchor hole 12.

[0032] Specifically, in this embodiment, both clamping blocks 10 are rotatably mounted on the movable ring 9 via rotating blocks 17.

[0033] Specifically, in this embodiment, the fixed ring 5 is provided with four rotating grooves 18, and the four first connecting rods 6 are respectively rotatably installed in the four rotating grooves 18.

[0034] The rotating groove 18 allows the first connecting rod 6 to rotate along the rotating groove 18.

[0035] Specifically, in this embodiment, the two clamping blocks 10 are connected and fixed by fixing bolts 14 and nuts 15, and both clamping blocks 10 are provided with arc-shaped grooves that are compatible with the anchor rod 1.

[0036] The fixed bolts 14 and nuts 15 make it easy for the two clamping blocks 10 to be clamped onto the anchor rod 1, thereby restricting the position of the movable ring 9.

[0037] Specifically, in this embodiment, the inner wall of the arc-shaped groove on the clamping block 10 is provided with a plurality of anti-slip grooves 13 spaced apart, and the inner wall of the arc-shaped groove is covered with a rubber anti-slip layer.

[0038] The anti-slip groove 13 and the rubber anti-slip layer allow the clamping block 10 to be better clamped onto the anchor rod 1, preventing the position of the movable ring 9 from changing.

[0039] 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, and improvements made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A slope support anchor structure, characterized in that, The system includes anchor bolts, anchor holes drilled at the slope, and lattice columns. The anchor bolts include an internal section embedded in the anchor hole and an external section extending out of the anchor hole. The internal section of the anchor bolts is provided with a centering structure. The external section of the anchor bolts is embedded in the lattice columns. Two mutually symmetrical bent strips are connected to the external section of the anchor bolts. A steel wire rope is connected to the external section of the anchor bolts by stainless steel clips and U-shaped blocks. A steel wire rope loop is formed at the end of the steel wire rope away from the anchor bolt.

2. The slope support anchor structure as described in claim 1, characterized in that, The two bent strips are L-shaped and both are welded to the anchor rod.

3. The slope support anchor structure as described in claim 1, characterized in that, The bent bar is a C22mm HRB400 steel bar, and the anchor rod is a C28mm HRB400 steel bar.

4. The slope support anchor structure as described in claim 1, characterized in that, The centering structure includes a fixed ring installed on the anchor bolt, four first connecting rods arranged at intervals along the circumference on the fixed ring, second connecting rods rotatably mounted on the first connecting rods, the same movable ring installed on the four second connecting rods, and two clamping blocks rotatably mounted on the movable ring.

5. The slope support anchor structure as described in claim 4, characterized in that, The movable ring is slidably sleeved on the anchor rod, and the movable ring is provided with several connecting parts that are connected to the second connecting rod.

6. The slope support anchor structure as described in claim 4, characterized in that, Each of the four second connecting rods is provided with an arc-shaped abutment block, which is welded to the second connecting rod.

7. The slope support anchor structure as described in claim 4, characterized in that, Both clamping blocks are rotatably mounted on the movable ring via a rotating block.

8. The slope support anchor structure as described in claim 4, characterized in that, The fixed ring has four rotating grooves, and the four first connecting rods are respectively rotatably installed in the four rotating grooves.

9. The slope support anchor structure as described in claim 4, characterized in that, The two clamping blocks are connected and fixed by fixing bolts and nuts, and both clamping blocks are provided with arc-shaped grooves that are compatible with the anchor rod.

10. The slope support anchor structure as described in claim 9, characterized in that, The inner wall of the arc-shaped groove on the clamping block is provided with several anti-slip grooves spaced apart, and the inner wall of the arc-shaped groove is covered with a rubber anti-slip layer.