Hollow anchor rod grouting device for tunnel
By introducing lifting members, angle adjustment members and position adjustment members into the pouring device, the problem of difficulty in adjusting the angle and position of the pouring pipe in the tunnel is solved, and the pouring efficiency and reinforcement effect are improved.
Patent Information
- Application Number
- CN202421542603.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-02
- Publication Date
- 2025-03-21
- Estimated Expiration
- 2034-07-02
AI Technical Summary
The prior art is difficult to adjust the angle and position of the pouring pipe, resulting in low pouring efficiency and inconvenient use, especially in tunnel arch structures, which are difficult to uniformly reinforce the hollow anchor rod.
A hollow anchor grouting device for tunnels is designed, using lifting members, angle adjustment members and position adjustment members, which can accurately adjust the height, angle and position of the pouring pipe so that it corresponds to the hollow anchor position in the tunnel.
By accurately adjusting the position and angle of the pouring pipe, the pouring efficiency is improved, the reinforcement effect of the tunnel hollow anchor rod is enhanced, and it is more convenient to use.
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Figure CN222650022U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of grouting devices, in particular to a hollow anchor grouting device for a tunnel. Background Art
[0002] In the design of the tunnel arch, 25 hollow anchors are used with a wall thickness of 7mm and a hollow hole of 7mm. The hollow anchors are arranged along the radial direction of the tunnel, and the gaps between the anchor holes are filled with adhesive. The adhesive force is used to bond the anchors to the rock wall, thereby improving the strength of the rock mass and achieving the effect of reinforcement.
[0003] The Chinese utility model patent with application number 202022882436.1 discloses an extracorporeal grouting device for reinforcing the surrounding rock of a tunnel through a hollow grouting anchor. According to the above technical scheme, when it is found that the height of the grouting tank and the surrounding rock are not suitable when grouting starts, an external power supply is connected to the motor A to drive the grouting tank to move up and down. When it moves to the appropriate position, the connecting valve is opened, and the slurry in the injection tank is injected into the surrounding rock through the connecting pipe and the injection pipe. This is very convenient and can effectively solve the problem that the height of the grouting tank cannot be adjusted in the background technology, which is not conducive to grouting surrounding rocks of different heights.
[0004] However, in actual use, since the tunnel is arched, when reinforcing the tunnel, it is necessary to evenly insert hollow anchor rods into the tunnel and cast them. Therefore, when casting them, it is necessary to adjust the angle of the casting pipe so that it can correspond to the position of the hollow anchor rod. However, the above technical solution can only adjust the height of the casting pipe, but it is difficult to further adjust its position, and it is difficult to conveniently correspond the casting pipe to the position of the hollow anchor rod. Therefore, the casting efficiency is low and the use is not convenient.
[0005] For this purpose, a hollow anchor grouting device for a tunnel is proposed. Utility Model Content
[0006] In order to solve the problems existing in the prior art, the utility model provides a hollow anchor grouting device for a tunnel.
[0007] In order to achieve the above-mentioned purpose, the utility model specifically adopts the following technical solutions:
[0008] A hollow anchor grouting device for a tunnel comprises a bottom plate, a cement mortar storage box is arranged at the top of the bottom plate, a grouting component is arranged on the cement mortar storage box, the grouting component comprises a pumping pump arranged inside the cement mortar storage box, the output end of the pumping pump is connected with a connecting pipe, a lifting component for driving the connecting pipe to be lifted and lowered is arranged on the bottom plate, the lifting component comprises a slide rail slidably arranged at the top of the bottom plate and a first slider slidably arranged inside the slide rail, an angle adjustment component for adjusting the angle of the connecting pipe is arranged on the first slider, the angle adjustment component comprises a second motor arranged at one side of the first slider and a connecting shell sleeved on the connecting pipe, the connecting shell is connected to the main shaft end of the second motor, one end of the connecting shell is connected with a sealing pad, a position adjustment component for driving the slide rail to slide is arranged on the bottom plate, a slide slot is opened at the top of the bottom plate, the position adjustment component comprises a second electric telescopic rod arranged at one side of the slide slot and a second slider slidably arranged inside the slide slot, the second slider is connected to the telescopic end of the second electric telescopic rod, and the slide rail is connected to the second slider.
[0009] Furthermore, a roller is disposed at each of the four corners of the bottom end of the bottom plate.
[0010] Furthermore, a limiting component is arranged on the bottom plate, and the limiting component comprises a first electric telescopic rod arranged at the bottom end of the bottom plate, and a telescopic end of the first electric telescopic rod is connected to a limiting support plate.
[0011] Furthermore, a transparent window is provided on one side of the cement mortar storage box, a feed pipe is provided on the cement mortar storage box, and a valve is provided on the feed pipe.
[0012] Furthermore, a screw rod is rotatably arranged inside the slide rail, a first motor is arranged at the top end of the slide rail, the screw rod is connected to the main shaft end of the first motor, and the first sliding block is threadedly sleeved on the screw rod.
[0013] Furthermore, the connecting tube is a telescopic tube.
[0014] The beneficial effects of the utility model are as follows:
[0015] The utility model provides an angle adjustment component, a position adjustment component and a lifting component, which can not only drive the connecting pipe to adjust its height, but also accurately adjust its angle and position. Therefore, when in use, it can correspond to the position of hollow anchor rods at different angles and positions in the tunnel, thereby improving its pouring efficiency and making it more convenient to use. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1It is a three-dimensional structural schematic diagram of the utility model;
[0017] Figure 2 It is the first cross-sectional view of the utility model;
[0018] Figure 3 It is the second cross-sectional view of the utility model;
[0019] Figure 4 It is the second sectional view of the utility model.
[0020] : 1. bottom plate; 2. roller; 3. limiting member; 301. first electric telescopic rod; 302. limiting support plate; 4. cement mortar storage box; 401. transparent window; 402. feed pipe; 403. valve; 5. grouting member; 501. suction pump; 502. connecting pipe; 6. lifting member; 601. slide rail; 602. screw rod; 603. first motor; 604. first slider; 7. angle adjustment member; 701. second motor; 702. connecting shell; 703. sealing pad; 8. position adjustment member; 801. slide groove; 802. second electric telescopic rod; 803. second slider. DETAILED DESCRIPTION
[0021] In order to make the purpose, technical scheme and advantages of the embodiments of the utility model clearer, the technical scheme in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Generally, the components of the embodiments of the utility model described and shown in the drawings here can be arranged and designed in various different configurations.
[0022] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the present invention to be protected, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0023] It should be noted that similar reference numerals and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in the subsequent drawings. In addition, the terms "first", "second", etc. are only used to distinguish the description and cannot be understood as indicating or implying relative importance.
[0024] In the description of the embodiments of the present invention, it should be noted that the terms "inside", "outside", "upper", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, or are the orientations or positional relationships in which the utility model product is usually placed when in use. They are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0025] like Figure 1-4 As shown, a hollow anchor grouting device for a tunnel comprises a bottom plate 1, a cement mortar storage box 4 is arranged at the top of the bottom plate 1, a grouting component 5 is arranged on the cement mortar storage box 4, the grouting component 5 comprises a pumping pump 501 arranged inside the cement mortar storage box 4, the output end of the pumping pump 501 is connected to a connecting pipe 502, a lifting component 6 is arranged on the bottom plate 1 to drive the connecting pipe 502 to rise and fall, the lifting component 6 comprises a slide rail 601 slidably arranged at the top of the bottom plate 1 and a first slider 604 slidably arranged inside the slide rail 601, and the first slider 604 is provided with a connecting pipe 50 2, the angle adjustment member 7 includes a second motor 701 arranged on one side of the first slider 604 and a connecting shell 702 sleeved on the connecting pipe 502, the connecting shell 702 is connected to the main shaft end of the second motor 701, and one end of the connecting shell 702 is connected to a sealing gasket 703, and a position adjustment member 8 is provided on the bottom plate 1 to drive the slide rail 601 to slide, and a slide groove 801 is provided at the top of the bottom plate 1, and the position adjustment member 8 includes a second electric telescopic rod 802 arranged on one side of the slide groove 801 and a second electric telescopic rod 802 slidably arranged inside the slide groove 801 Slider 803, the second slider 803 is connected to the telescopic end of the second electric telescopic rod 802, and the slide rail 601 is connected to the second slider 803; specifically, the device is pushed to a suitable position, and then the limiting component 3 is set to support the device, so that its position can be limited. After the hollow anchor is inserted into the anchor hole of the tunnel, the lifting component 6, the angle adjustment component 7 and the position adjustment component 8 are set to adjust the height angle and position of the connecting pipe 502 so that it can correspond to the position of the hollow anchor, and the grouting component 5 set to achieve centering During the pouring work of the empty anchor rod, when the angle adjustment component 7 is working, the second motor 701 can drive the connecting shell 702 to rotate, so as to adjust the angle of the connecting pipe 502. The extension and retraction of the second electric telescopic rod 802 can drive the second slider 803 to slide, so as to adjust the position of the slide rail 601, so as to adjust the position of the connecting pipe 502. After the position adjustment of the connecting pipe 502 is completed, the connecting pipe 502 corresponds to the position of the hollow anchor rod, and the sealing gasket 703 can squeeze and seal the connection between them to prevent cement mortar from overflowing from the connection between them.
[0026] like Figure 2 As shown, a roller 2 is disposed at each of the four corners of the bottom end of the base plate 1 .
[0027] like Figure 3 As shown, a limiting component 3 is provided on the base plate 1, and the limiting component 3 includes a first electric telescopic rod 301 provided at the bottom end of the base plate 1, and the telescopic end of the first electric telescopic rod 301 is connected to the limiting support plate 302; specifically, the telescopic end of the first electric telescopic rod 301 can push the limiting support plate 302 to move, thereby supporting the device, so that the roller 2 is separated from the ground, and thus its position can be limited.
[0028] like Figure 1 and 2 As shown, a transparent window 401 is provided on one side of the cement mortar storage box 4, a feed pipe 402 is provided on the cement mortar storage box 4, and a valve 403 is provided on the feed pipe 402; specifically, the transparent window 401 can observe the remaining cement mortar inside the cement mortar storage box 4, and the cement mortar can be conveniently added through the feed pipe 402.
[0029] like Figure 2 As shown, a screw rod 602 is provided for internal rotation of the slide rail 601, a first motor 603 is provided at the top of the slide rail 601, the screw rod 602 is connected to the main shaft end of the first motor 603, and the first slider 604 is threadedly sleeved on the screw rod 602; specifically, the first motor 603 can drive the screw rod 602 to rotate when it works, thereby driving the first slider 604 to slide inside the slide rail 601, thereby adjusting the height of the connecting tube 502.
[0030] like Figure 1-4 As shown, the connecting tube 502 is a telescopic tube; specifically, when the height angle and position of the connecting tube 502 are adjusted, the connecting tube 502 can be telescoped accordingly, and when it is telescoped to the maximum length, it will not affect the normal use of the device.
[0031] In summary: the device is pushed to a suitable position, and then the limiting member 3 set can work to support the device, so as to limit its position. After the hollow anchor rod is inserted into the anchor hole of the tunnel, the lifting member 6, angle adjustment member 7 and position adjustment member 8 set can adjust the height angle and position of the connecting pipe 502 so that it can correspond to the position of the hollow anchor rod. The grouting member 5 set then works to realize the pouring of the hollow anchor rod. When the angle adjustment member 7 works, the second motor 701 works to drive the connecting shell 702 to rotate, so as to realize the adjustment of the angle of the connecting pipe 502. The extension of the second electric telescopic rod 802 can drive the second slider 803 to slide, so as to adjust the position of the slide rail 601, so as to realize the adjustment of the position of the connecting pipe 502.
[0032] The above shows and describes the basic principle, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and the specification only describe the principles of the utility model. The utility model may be subject to various changes and improvements without departing from the spirit and scope of the utility model. These changes and improvements fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.
Claims
1. A hollow anchor grouting device for a tunnel, comprising a base plate (1), a cement mortar storage box (4) being arranged at the top of the base plate (1), a grouting component (5) being arranged on the cement mortar storage box (4), the grouting component (5) comprising a pumping pump (501) arranged inside the cement mortar storage box (4), the output end of the pumping pump (501) being connected to a connecting pipe (502), a lifting component (6) being arranged on the base plate (1) for driving the connecting pipe (502) to be lifted and lowered, the lifting component (6) comprising a slide rail (601) slidably arranged at the top of the base plate (1) and a first slider (604) slidably arranged inside the slide rail (601), characterized in that: The first slider (604) is provided with an angle adjustment member (7) for adjusting the angle of the connecting tube (502); the angle adjustment member (7) comprises a second motor (701) provided on one side of the first slider (604) and a connecting shell (702) sleeved on the connecting tube (502); the connecting shell (702) is connected to the main shaft end of the second motor (701); one end of the connecting shell (702) is connected to a sealing gasket (703); and the bottom plate (1) is provided with a second motor (701) and a second motor (701) disposed on the bottom plate (1). There is a position adjustment component (8) for driving the slide rail (601) to slide, a slide groove (801) is provided at the top end of the base plate (1), the position adjustment component (8) comprises a second electric telescopic rod (802) arranged on one side of the slide groove (801) and a second slider (803) slidably arranged inside the slide groove (801), the second slider (803) is connected to the telescopic end of the second electric telescopic rod (802), and the slide rail (601) is connected to the second slider (803).
2. A hollow anchor grouting device for tunnels according to claim 1, characterized in that: A roller (2) is provided at each of the four corners of the bottom end of the bottom plate (1).
3. A hollow anchor grouting device for tunnels according to claim 1, characterized in that: A limiting component (3) is arranged on the base plate (1), and the limiting component (3) comprises a first electric telescopic rod (301) arranged at the bottom end of the base plate (1), and the telescopic end of the first electric telescopic rod (301) is connected to a limiting support plate (302).
4. A hollow anchor grouting device for tunnels according to claim 1, characterized in that: A transparent window (401) is provided on one side of the cement mortar storage box (4), a feed pipe (402) is provided on the cement mortar storage box (4), and a valve (403) is provided on the feed pipe (402).
5. The hollow anchor grouting device for tunnel according to claim 1, characterized in that: A screw rod (602) is rotatably arranged inside the slide rail (601), a first motor (603) is arranged at the top end of the slide rail (601), the screw rod (602) is connected to the main shaft end of the first motor (603), and the first sliding block (604) is threadedly sleeved on the screw rod (602).
6. A hollow anchor grouting device for tunnels according to claim 1, characterized in that: The connecting tube (502) is a telescopic tube.
Citation Information
Patent Citations
Hollow grouting anchor rod external grouting device for reinforcing tunnel surrounding rock
CN213684154U