Grouting reinforcement anchor rod device

By designing grouting reinforced anchor rod device, including a one-way slurry out structure and an adjustable sealing structure, the problem of impurities entering and grouting effect of grouting anchor rods before grouting is solved, smooth grouting and efficient sealing are achieved, and grouting effect is improved.

CN222863447UActive Publication Date: 2025-05-13SHANXI XIANGNING COUNTRY TAITOU COAL CO LTD
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Patent Information

Application Number
CN202421875897.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-05
Publication Date
2025-05-13
Estimated Expiration
2034-08-05

AI Technical Summary

Technical Problem

The existing grouting anchors are prone to impurities entering and blocking before grouting. During the grouting process, the slurry cannot be completely filled with fine cracks, and after grouting is completed, it is easy to cause slurry discharge and slurry leakage and pressure relief, resulting in the grouting effect of deep crushing belts.

Method used

A grouting reinforced anchor rod device is designed, including anchor rods, grouting pipes, pipe sleeves, compaction structures, one-way slurry out structures and adjustable sealing structures. By setting up a one-way slurry outlet structure and an adjustable sealing structure, the bottom of the anchor rod is closed and impurities are prevented from entering; by combining the compaction structure and the plug body, the grouting material is tightened and sealed to avoid slurry runaway and leakage.

Benefits of technology

Effectively prevent impurities from entering the anchor rod and ensure smooth grouting operation; through tightening and sealing measures, avoid slurry run and leaking, improve grouting effect, and ensure the high-pressure grouting reinforcement effect of deep crushing belts.

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Abstract

The utility model discloses a grouting reinforcement anchor rod device, which belongs to the technical field of grouting anchor rods, and comprises an anchor rod, a grouting pipe is arranged in the anchor rod in a penetrating manner, the grouting pipe is fixedly connected in a pipe sleeve, the pipe sleeve is arranged above the anchor rod, a compaction structure is arranged above the pipe sleeve, and the compaction structure is connected with the grouting pipe. The portion, located below the compaction structure, outside the pipe sleeve is sleeved with an annular sleeve, one-way grout outlet structures are arranged below the grouting pipe and the anchor rod, an adjustable sealing structure is arranged below the outer portion of the grouting pipe, and a plurality of push rods are connected to the adjustable sealing structure. According to the grouting reinforcement anchor rod device, through the arrangement of the one-way grout outlet structure and the upward reset force of the first spring, the sliding rod applies upward pulling force to the sealing ball, the sealing ball is attached to the bottom of the anchor rod, and therefore the bottom of the anchor rod can be sealed in the mode, the problem that impurities enter the anchor rod to cause blocking is solved, and smooth grouting operation can be ensured.
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Description

Technical Field

[0001] The utility model belongs to the technical field of grouting anchor rods, in particular to a grouting reinforcement anchor rod device. Background Art

[0002] The use of grouting materials to reinforce coal pillars and broken surrounding rocks can improve the physical and mechanical properties of the surrounding rocks and enhance the strength of the surrounding rocks. At present, grouting anchor support methods are widely used in construction tunnels such as culverts, mines, and subways to prevent the falling of surrounding rocks and maximize the safety of the lives of on-site construction workers.

[0003] At present, common grouting anchor rods are provided with grouting ports at their ends during use, which leads to the easy entry of impurities before grouting, causing blockage and affecting the grouting effect. In addition, high-pressure grouting is performed only by relying on the pressure of the grouting machine during the grouting process. Since the pressure equipment cannot perform high-pressure grouting continuously, it is necessary to intermittently inject slurry to generate pulses. The slurry cannot be completely injected into the tiny cracks. Moreover, during the plugging process, the holes are mainly sealed by slurry stoppers and wire plugs, which leads to the outflow of slurry after the grouting is completed and the holes cannot be tightly sealed. Slurry leakage and pressure relief often occur, resulting in the insignificant grouting effect in the deep broken zone and the failure to achieve the effect of high-pressure grouting reinforcement. Therefore, it is of great significance to study a new grouting reinforcement anchor rod device to solve the above problems. Utility Model Content

[0004] 1. Technical issues to be resolved

[0005] In order to overcome the above-mentioned defects of the prior art, the utility model provides a grouting reinforcement anchor device, which solves the problem that impurities are easily entered into the common grouting anchor before grouting, causing blockage and affecting the grouting effect, and the grouting process only relies on the pressure of the grouting machine for high-pressure grouting, and the slurry cannot be completely poured into the tiny cracks, and the sealing is mainly carried out by slurry plugs and wire plugs, which leads to the outflow of slurry after grouting is completed and the problem that the hole cannot be tightly sealed.

[0006] (II) Technical solution

[0007] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a grouting reinforcement anchor device, comprising an anchor, a grouting pipe is passed through the anchor, the grouting pipe is fixedly connected to a pipe sleeve, the pipe sleeve is installed above the anchor, a compaction structure is arranged above the pipe sleeve, an annular sleeve is arranged outside the pipe sleeve and below the compaction structure, a one-way grouting structure is arranged below the grouting pipe and the anchor, an adjustable sealing structure is arranged below the outside of the grouting pipe, and a plurality of push rods are connected to the adjustable sealing structure.

[0008] As a further solution of the utility model: the one-way slurry discharge structure includes a hollow rod, the outside of the hollow rod is fixedly connected with multiple fixed rods, the multiple upper fixed rods and the lower fixed rods are respectively fixedly connected to the grouting pipe and the inner wall of the anchor rod, and the top of the hollow rod is a pointed cone.

[0009] As a further solution of the utility model: a sliding rod is slidably arranged inside the hollow rod, a sealing ball is fixedly connected to the bottom end of the sliding rod, and two sealing balls are respectively arranged at the bottom of the grouting pipe and the anchor rod.

[0010] As a further solution of the utility model: the top end of the sliding rod is fixedly connected with a first spring, and the top end of the first spring is fixedly connected to the upper wall of the hollow rod.

[0011] As a further solution of the utility model: the compaction structure includes a fixed seat, the fixed seat is fixedly connected to the outside of the pipe sleeve, two electric hydraulic rods are fixedly connected below the fixed seat, and the bottom end of the electric hydraulic rod is fixedly connected to a pressure plate.

[0012] As a further solution of the utility model: a plurality of rod sleeves are installed through the top of the anchor rod, and the positions of the rod sleeves correspond to those of the push rods.

[0013] As a further solution of the utility model: the adjustable sealing structure includes a plug body, a second spring is fixedly connected to the top of the plug body, the top of the second spring is fixedly connected to the upper wall of the anchor rod, the plug body is arranged in the anchor rod, the top of the plug body is fixedly connected to multiple push rods, the plug body slides on the grouting pipe, and a gear rod is fixedly connected to the top of the plug body.

[0014] As a further solution of the utility model: a valve is provided on the grouting pipe, a gear is fixedly connected to the valve, and the gear corresponds to the gear rod.

[0015] (III) Beneficial effects

[0016] Compared with the prior art, the beneficial effects of the utility model are:

[0017] 1. The grouting reinforcement anchor device is provided with a one-way slurry outlet structure. Through the upward restoring force of the first spring, the sliding rod gives an upward pulling force to the sealing ball, so that the sealing ball fits the bottom of the anchor. In this way, the bottom of the anchor can be sealed to prevent impurities from entering the anchor and causing clogging problems, thereby ensuring smooth grouting operations.

[0018] 2. The grouting reinforcement anchor device is provided with a plug body, a push rod and a compaction structure. When the grouting material enters the anchor rod, the plug body can be pushed upward, so that the push rod passes through the rod sleeve and pushes the annular sleeve upward. At this time, the electric hydraulic rod drives the pressure plate to press down the annular sleeve and the push rod, thereby applying pressure to the plug body. The grouting material can be compacted by applying pressure to avoid the gradual appearance of gaps between the materials, thereby maintaining compactness.

[0019] 3. The grouting reinforcement anchor device is provided with a toothed rod, a gear and a valve. The plug body moves upward so that the grouting material can fill the anchor rod, and the plug body drives the toothed rod upward to transmit the transmission with the gear. The gear drives the valve to automatically close the grouting pipe, thereby playing a plugging role and avoiding the phenomenon of slurry leakage and pressure relief. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0021] Figure 2 It is a three-dimensional cross-sectional structural schematic diagram of the utility model;

[0022] Figure 3 It is a three-dimensional cross-sectional structural schematic diagram of the one-way pulp discharge structure of the utility model;

[0023] Figure 4 It is a schematic diagram of the truncated cross-sectional structure of the anchor rod of the utility model;

[0024] Figure 5 This is a three-dimensional structural diagram of the adjustable sealing structure of the utility model;

[0025] In the figure: 1. anchor rod; 2. one-way slurry discharge structure; 21. sealing ball; 22. hollow rod; 23. sliding rod; 24. first spring; 25. fixed rod; 3. compaction structure; 31. electric hydraulic rod; 32. pressure plate; 33. fixed seat; 4. grouting pipe; 5. adjustable sealing structure; 51. plug body; 52. second spring; 6. push rod; 7. gear rod; 8. valve; 9. gear; 10. annular sleeve; 11. pipe sleeve; 12. rod sleeve. DETAILED DESCRIPTION

[0026] The technical solution of this patent is further described in detail below in conjunction with specific implementation methods.

[0027] like Figure 1-5As shown, the utility model provides a technical solution: a grouting reinforcement anchor device, including an anchor 1, a plurality of rod sleeves 12 are installed through the top of the anchor 1, the rod sleeves 12 can ensure the smooth passage of the push rod 6, so that the push rod 6 can push the annular sleeve 10 to move, the rod sleeve 12 corresponds to the position of the push rod 6, a grouting pipe 4 is passed through the anchor 1, the grouting pipe 4 can drain the grouting material into the anchor 1 smoothly, the grouting pipe 4 is fixedly connected in the pipe sleeve 11, the pipe sleeve 11 is installed above the anchor 1, and a compaction structure 3 is arranged above the pipe sleeve 11, and the compaction structure 3 includes a fixing seat 3 3. The fixing seat 33 is fixedly connected to the outside of the pipe sleeve 11. Two electric hydraulic rods 31 are fixedly connected to the bottom of the fixing seat 33. The bottom end of the electric hydraulic rod 31 is fixedly connected to a pressure plate 32. When the grouting material enters the anchor rod 1, the plug body 51 can be pushed upward, so that the push rod 6 passes through the rod sleeve 12 and pushes the annular sleeve 10 upward. At this time, the electric hydraulic rod 31 drives the pressure plate 32 to press down the annular sleeve 10 and the push rod 6, thereby applying pressure to the plug body 51, so that the grouting material can be compacted by applying pressure to avoid gaps between the materials, thereby maintaining compactness;

[0028] An annular sleeve 10 is provided outside the pipe sleeve 11 and below the compaction structure 3. The annular sleeve 10 can slide outside the pipe sleeve 11 so that the annular sleeve 10 can synchronously press down multiple push rods 6 to move. A one-way grouting structure 2 is provided below the grouting pipe 4 and the anchor rod 1. The one-way grouting structure 2 includes a hollow rod 22. Multiple fixing rods 25 are fixedly connected to the outside of the hollow rod 22. The hollow rod 22 can be fixed by the fixing rod 25, and the top of the hollow rod 22 is a pointed cone, thereby reducing the resistance of the grouting material. The multiple fixing rods 25 above and the fixing rods 25 below are respectively fixedly connected to the inner wall of the grouting pipe 4 and the anchor rod 1. The top of the rod 22 is a pointed cone, and a sliding rod 23 slides inside the hollow rod 22. The sliding rod 23 can ensure the stable sliding of the hollow rod 22, so that the sealing ball 21 can move smoothly. The bottom end of the sliding rod 23 is fixedly connected to the sealing ball 21. The two sealing balls 21 are respectively arranged at the bottom of the grouting pipe 4 and the anchor rod 1. The top of the sliding rod 23 is fixedly connected to the first spring 24. The upward restoring force of the first spring 24 causes the sliding rod 23 to give the sealing ball 21 an upward pulling force, so that the sealing ball 21 fits the bottom of the anchor rod 1. In this way, the bottom of the anchor rod 1 can be closed to prevent impurities from entering the anchor rod 1 and causing blockage problems, thereby ensuring smooth The grouting operation is performed, and the sealing ball 21 closes the bottom of the grouting pipe 4 to prevent the grouting material from flowing back during the compaction process. The top of the first spring 24 is fixedly connected to the upper wall of the hollow rod 22. An adjustable sealing structure 5 is provided at the lower part of the outside of the grouting pipe 4. The adjustable sealing structure 5 includes a plug body 51. A second spring 52 is fixedly connected to the top of the plug body 51. The plug body 51 can slide in the anchor rod 1 so that the plug body 51 can compact the grouting material smoothly. The second spring 52 can maintain the position of the plug body 51 so that the grouting material can pre-open the sealing ball 21 at the bottom of the anchor rod 1. The top of the second spring 52 is fixedly connected to the upper wall of the anchor rod 1. Fixed connection, the plug body 51 is arranged in the anchor rod 1, and the top of the plug body 51 is fixedly connected to multiple push rods 6. The plug body 51 slides on the grouting pipe 4. A gear rod 7 is fixedly connected to the top of the plug body 51. The grouting pipe 4 is provided with a valve 8. The valve 8 is fixedly connected to a gear 9, and the gear 9 corresponds to the gear rod 7. The plug body 51 moves upward so that the grouting material can fill the anchor rod 1, so that the plug body 51 drives the gear rod 7 upward to transmit to the gear 9, and the gear 9 drives the valve 8 to automatically close the grouting pipe 4, thereby playing a plugging role to avoid the phenomenon of slurry leakage and pressure relief. Multiple push rods 6 are connected to the adjustable sealing structure 5.

[0029] The working principle of the utility model is as follows: when grouting is performed, the grouting outer tube is connected to the grouting tube 4, and grouting can be injected into the grouting tube 4 at this time, so that the grouting material pressurizes the sealing ball 21 and discharges it from the grouting tube 4, so that the grouting material enters the anchor rod 1, and as the grouting material increases, the sealing ball 21 below can be flushed open. When the bottom hole of the anchor rod 1 is filled, the grouting material pushes the plug body 51 upward, so that the plug body 51 drives the push rod 6 to move upward, and the push rod 6 passes through the rod sleeve 12 and pushes the annular sleeve 10 to move, so that the electric hydraulic rod 31 can control the pressure plate 32 to drive the annular sleeve 10 to move downward, so that the push rod 6 presses the plug body 51 downward, so that the plug body 51 presses the grouting material to fill the gap tightly, and after filling tightly, the height of the plug body 51 is reduced. As the grouting operation continues, this process can be repeated, and finally the plug body 51 continues to move upward to drive the gear rod 7 and the gear 9 to transmit, so that the gear 9 drives the valve 8 to close the grouting tube 4, and the grouting operation can be completed at this time.

[0030] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood by specific circumstances.

[0031] The above describes in detail the preferred implementation of this patent, but this patent is not limited to the above implementation. Various changes can be made within the knowledge scope of ordinary technicians in this field without departing from the purpose of this patent.

Claims

1. A grouting reinforcement anchor device, comprising an anchor (1), characterized in that: A grouting pipe (4) is inserted into the anchor rod (1), the grouting pipe (4) is fixedly connected to a pipe sleeve (11), the pipe sleeve (11) is installed above the anchor rod (1), a compaction structure (3) is arranged above the pipe sleeve (11), an annular sleeve (10) is arranged outside the pipe sleeve (11) and below the compaction structure (3), a one-way grouting structure (2) is arranged below the grouting pipe (4) and the anchor rod (1), an adjustable sealing structure (5) is arranged outside the grouting pipe (4), and a plurality of push rods (6) are connected to the adjustable sealing structure (5).

2. A grouting reinforcement anchor device according to claim 1, characterized in that: The one-way grouting structure (2) comprises a hollow rod (22), the exterior of the hollow rod (22) being fixedly connected to a plurality of fixed rods (25), the upper plurality of fixed rods (25) and the lower fixed rod (25) being fixedly connected to the grouting pipe (4) and the inner wall of the anchor rod (1), respectively, and the top end of the hollow rod (22) is in a pointed cone shape.

3. A grouting reinforcement anchor device according to claim 2, characterized in that: A sliding rod (23) slides inside the hollow rod (22), and a sealing ball (21) is fixedly connected to the bottom end of the sliding rod (23). Two sealing balls (21) are respectively arranged at the bottom of the grouting pipe (4) and the anchor rod (1).

4. A grouting reinforcement anchor device according to claim 3, characterized in that: The top end of the sliding rod (23) is fixedly connected to a first spring (24), and the top end of the first spring (24) is fixedly connected to the upper wall of the hollow rod (22).

5. A grouting reinforcement anchor device according to claim 1, characterized in that: The compacting structure (3) comprises a fixed seat (33), wherein the fixed seat (33) is fixedly connected to the outside of the pipe sleeve (11), two electric hydraulic rods (31) are fixedly connected below the fixed seat (33), and a pressure plate (32) is fixedly connected to the bottom end of the electric hydraulic rod (31).

6. A grouting reinforcement anchor device according to claim 1, characterized in that: A plurality of rod sleeves (12) are installed through the top of the anchor rod (1), and the positions of the rod sleeves (12) correspond to those of the push rod (6).

7. A grouting reinforcement anchor device according to claim 1, characterized in that: The adjustable sealing structure (5) comprises a plug body (51), a second spring (52) is fixedly connected to the top of the plug body (51), the top of the second spring (52) is fixedly connected to the upper wall of the anchor rod (1), the plug body (51) is arranged in the anchor rod (1), the top of the plug body (51) is fixedly connected to a plurality of push rods (6), the plug body (51) slides on the grouting pipe (4), and a gear rod (7) is fixedly connected to the top of the plug body (51).

8. A grouting reinforcement anchor device according to claim 7, characterized in that: The grouting pipe (4) is provided with a valve (8), the valve (8) is fixedly connected with a gear (9), and the gear (9) corresponds to the gear rod (7).

Citation Information

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