Overlying strata separation layer grouting and filling device
By introducing crushing and cleaning mechanisms into the rock-covered out-of-stratum grouting filling device, the problems of slurry condensation and large particulate blockage are solved, and the smoothness of grouting and insertion efficiency are improved.
Patent Information
- Application Number
- CN202421248539.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-03
- Publication Date
- 2025-02-14
- Estimated Expiration
- 2034-06-03
AI Technical Summary
The existing rock-covered off-stratum grouting filling device lacks the filtration and crushing function, resulting in slurry condensation and large particles blocking the slurry holes, and it is time-consuming and labor-intensive to insert the grouting tube into the rock-covered.
A rock-covered off-layer grouting filling device is designed, including a rotating shaft, a crushing mechanism, a first cleaning mechanism and a second cleaning mechanism. The condensate and large particles are crushed through the crushing mechanism, and the cleaning mechanism prevents the slurry from coagulating and blocking, and the drill bit is strengthened. Drilling capacity of grouting tube.
It effectively avoids clogging of the slurry outlet holes, improves the smoothness of grouting, reduces the risk of slurry condensation in the grouting tube, and makes it more time-saving to insert the grouting tube into the covered rock.
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Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of grouting and filling, in particular to a grouting and filling device for overburden rock separation layer. Background Art
[0002] During the movement of the overburden, there will be a delamination zone, that is, during a certain period of the dynamic process of the overburden movement, there is a delamination zone composed of multiple delamination layers above the water-conducting fracture zone, which can be used for grouting. The engineering control method of using grouting technology in the delamination zone inside the overburden to slow down the surface subsidence is an effective method to control the surface subsidence. First, drill a hole from the ground into the overburden, and inject grout into the delamination space from the drill hole, thereby inhibiting the continued destruction of the rock mass above the delamination space.
[0003] In the prior art, conventional overburden separation grouting and filling devices lack filtering and crushing functions during use. The presence of coagulants or large particles of raw materials in the slurry can easily cause blockage of the slurry outlet holes. The slurry in the grouting pipe will also have coagulation problems. There is also a lack of cleaning function at the slurry outlet holes, which causes slurry coagulation and other particles to block the slurry outlet holes. When the grouting pipe is inserted into the overburden, it is blocked by obstacles, making the insertion of the grouting pipe time-consuming and labor-intensive, and very inconvenient to use. Utility Model Content
[0004] The utility model provides a grouting filling device for overburden separation layer to solve the problems in the background technology.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a grouting filling device for overburden delamination, comprising a mounting plate, a grouting pipe is fixedly mounted on the lower surface of the mounting plate, a slurry outlet hole is provided on the side wall of the grouting pipe near the lower side, a threaded sleeve is fixedly mounted on the upper surface of the mounting plate, and a through hole is provided on the mounting plate inside the threaded sleeve, a sealing cylinder is threadedly mounted on the upper surface of the threaded sleeve, and an opening structure is provided on the lower surface of the sealing cylinder, a liquid inlet pipe is provided on the left side wall of the sealing cylinder near the lower side, a motor is fixedly mounted on the upper surface of the sealing cylinder, a rotating shaft is fixedly mounted on the lower surface of the output shaft of the motor, and the rotating shaft is inserted into the lower side of the lower side wall of the grouting pipe, a crushing mechanism is provided on the rotating shaft inside the sealing cylinder, a first cleaning mechanism is provided on the rotating shaft inside the grouting pipe, a second cleaning mechanism is installed on the lower surface of the rotating shaft, and a drill bit is installed on the lower surface of the second cleaning mechanism through a locking mechanism.
[0006] Furthermore, mechanical seals are provided on the upper side of the sealing cylinder corresponding to the rotating shaft and on the lower side wall of the grouting pipe.
[0007] Furthermore, the crushing mechanism includes a filter screen plate, an arc groove and a crushing blade. Two filter screen plates are arranged on the left and right. The filter screen plates are clamped and fixed on the upper surface of the mounting plate and the lower surface of the sealing cylinder. The filter screen plate is a semicircular structure, and a breather is provided on the side of the filter screen plate close to the rotating shaft. The crushing blade is fixedly installed on the outer surface of the rotating shaft on the upper side of the filter screen plate.
[0008] Furthermore, the first cleaning mechanism includes a fixed rod and a first scraper. The fixed rod is fixedly mounted on the outer surface of the rotating shaft. The first scraper is fixedly mounted on the end of the fixed rod close to the inner wall of the grouting pipe, and the first scraper is movably fitted to the inner wall of the grouting pipe.
[0009] Furthermore, the second cleaning mechanism includes a disc and a second scraper, the disc is fixedly mounted on the lower surface of the rotating shaft, the upper surface of the disc is provided with second scrapers near the left and right positions, and the second scrapers are movably fitted to the outer surface of the grouting pipe.
[0010] Furthermore, the locking mechanism includes a fixing block, a threaded hole and a locking bolt. The fixing block is fixedly installed on the lower surface of the disc, and the fixing block is inserted into the drill bit. Threaded holes are provided on the left and right side surfaces of the fixing block and the left and right side walls of the drill bit, and the locking bolt is threadedly installed in the threaded hole.
[0011] Compared with the prior art, the utility model provides a grouting filling device for overburden rock separation layer, which has the following beneficial effects:
[0012] 1. The overburden separation grouting filling device can crush the coagulated materials and large-grained raw materials in the slurry by arranging a rotating shaft and a crushing mechanism, and effectively avoid the blockage of the slurry outlet hole.
[0013] 2. The overburden separation grouting filling device increases the stirring function in the grouting pipe by arranging a rotating shaft, a first cleaning mechanism and a second cleaning mechanism to avoid slurry coagulation in the grouting pipe, increases the cleaning function at the slurry outlet, effectively avoids the slurry outlet from being blocked, and further improves the smoothness of slurry outlet.
[0014] 3. The overburden rock separation grouting filling device drives the lower drill bit of the second cleaning mechanism to rotate by setting a rotating shaft, thereby increasing the drilling capacity of the lower end of the grouting pipe, making the grouting pipe insertion process more time-saving and labor-saving and convenient to use. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 It is a structural schematic diagram of the utility model;
[0016] Figure 2 This is a cross-sectional view of the bamboo tube of the utility model;
[0017] Figure 3 It is a cross-sectional view of the drill bit of the present utility model.
[0018] In the figure: 1, mounting plate; 2, grouting pipe; 3, slurry outlet hole; 4, threaded sleeve; 5, through hole; 6, sealing cylinder; 7, liquid inlet pipe; 8, motor; 9, rotating shaft; 10, crushing mechanism; 101, filter screen; 102, arc groove; 103, crushing blade; 11, first cleaning mechanism; 111, fixing rod; 112, first scraper; 12, second cleaning mechanism; 121, disc; 122, second scraper; 13, locking mechanism; 131, fixing block; 132, threaded hole; 133, locking bolt; 14, drill bit; 15, mechanical seal. DETAILED DESCRIPTION
[0019] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0020] See also Figure 1-Figure 3 The utility model discloses a grouting filling device for overburden rock separation layer, comprising a mounting plate 1, a grouting pipe 2 is fixedly mounted on the lower surface of the mounting plate 1, a slurry outlet hole 3 is opened on the side wall of the grouting pipe 2 near the lower side, a threaded sleeve 4 is fixedly mounted on the upper surface of the mounting plate 1, and a through hole 5 is opened on the mounting plate 1 inside the threaded sleeve 4, a sealing cylinder 6 is threadedly mounted on the upper surface of the threaded sleeve 4, and an opening structure is arranged at the lower surface position of the sealing cylinder 6, a liquid inlet pipe 7 is arranged near the lower side position on the left side wall of the sealing cylinder 6, a motor 8 is fixedly mounted on the upper surface of the sealing cylinder 6, a rotating shaft 9 is fixedly mounted on the lower surface of the output shaft of the motor 8, and the rotating shaft 9 is inserted at the lower side of the lower side wall of the grouting pipe 2, a crushing mechanism 10 is arranged on the rotating shaft 9 in the sealing cylinder 6, a first cleaning mechanism 11 is arranged on the rotating shaft 9 in the grouting pipe 2, a second cleaning mechanism 12 is mounted on the lower surface of the rotating shaft 9, and a drill bit 14 is mounted on the lower surface of the second cleaning mechanism 12 through a locking mechanism 13.
[0021] Specifically, mechanical seals 15 are provided on the upper side of the sealing cylinder 6 corresponding to the rotating shaft 9 and on the lower side wall of the grouting pipe 2 .
[0022] In this embodiment, the mechanical seal 15 provides a better sealing effect between the rotating shaft 9 and the upper side of the sealing cylinder 6 and the lower side wall of the grouting pipe 2, and is not prone to leakage.
[0023] Specifically, the crushing mechanism 10 includes a filter screen 101, an arc groove 102 and a crushing blade 103. There are two filter screens 101 on the left and right. The filter screen 101 is clamped and fixed on the upper surface of the mounting plate 1 and the lower surface of the sealing cylinder 6. The filter screen 101 is a semicircular structure, and a breathing portion is provided on the side of the filter screen 101 close to the rotating shaft 9. The crushing blade 103 is fixedly installed on the outer surface of the rotating shaft 9 on the upper side of the filter screen 101.
[0024] In this embodiment, the left and right filter screens 101 are spliced into a circular filter assembly to filter the slurry entering through the liquid inlet pipe 7, filter the condensate or large particle raw materials, and the crushing blade 103 rotates with the rotating shaft 9 to crush the condensate or large particle raw materials. The arc groove 102 meets the rotation and installation requirements of the rotating shaft 9.
[0025] Specifically, the first cleaning mechanism 11 includes a fixed rod 111 and a first scraper 112. The fixed rod 111 is fixedly installed on the outer surface of the rotating shaft 9. The first scraper 112 is fixedly installed on the end of the fixed rod 111 close to the inner wall of the grouting pipe 2, and the first scraper 112 is movably fitted with the inner wall of the grouting pipe 2.
[0026] In this embodiment, the fixed rod 111 rotates with the rotating shaft 9, and the fixed rod 111 drives the first scraper 112 to rotate, so that the first scraper 112 stirs the slurry in the grouting pipe 2 and cleans the slurry outlet holes 3 pairs.
[0027] Specifically, the second cleaning mechanism 12 includes a disc 121 and a second scraper 122. The disc 121 is fixedly mounted on the lower surface of the rotating shaft 9. The upper surface of the disc 121 is provided with second scrapers 122 near the left and right positions, and the second scrapers 122 are movably fitted with the outer surface of the grouting pipe 2.
[0028] In this embodiment, the disc 121 rotates with the rotating shaft 9 , and the disc 121 drives the second scraper 122 to rotate, so that the second scraper 122 cleans the outer side of the pulp outlet hole 3 .
[0029] Specifically, the locking mechanism 13 includes a fixing block 131, a threaded hole 132 and a locking bolt 133. The fixing block 131 is fixedly installed on the lower surface of the disk 121, and the fixing block 131 is inserted into the drill bit 14. The left and right side surfaces of the fixing block 131 and the left and right side walls of the drill bit 14 are provided with threaded holes 132, and the locking bolt 133 is threadedly installed in the threaded hole 132.
[0030] In this embodiment, the fixing block 131 is inserted into the drill bit 14 , and the locking bolt 133 is threadedly installed in the threaded hole 132 , so as to achieve the effect of locking and fixing the fixing block 131 and the drill bit 14 .
[0031] When in use, the grouting pipe 2 is inserted into the borehole in the overburden, so that the output shaft of the motor 8 drives the rotating shaft 9 to rotate, and the rotating shaft 9 drives the second cleaning mechanism 12 to rotate. The second cleaning mechanism 12 drives the drill bit 14 to rotate through the locking mechanism 13, and the drill bit 14 drills out the gravel and other objects that hinder the insertion of the grouting pipe 2 in the borehole, thereby increasing the drilling capacity of the lower end of the grouting pipe 2, making the process of inserting the grouting pipe 2 into the overburden more time-saving and labor-saving, and convenient to use. The external slurry flows into the sealing tube 6 and the upper surface of the mounting plate 1 through the liquid inlet pipe 7. The left and right filter screen plates 101 in the crushing mechanism 10 are spliced into a circular filter assembly, which filters the slurry entering the liquid inlet pipe 7 and filters out condensates or large particles of raw materials. The crushing blade 103 rotates with the rotating shaft 9 to crush the coagulant or large-particle raw materials, and the slurry flows into the grouting pipe 2 through the through hole 5 and then flows out through the slurry outlet hole 3. The fixed rod 111 in the first cleaning mechanism 11 rotates with the rotating shaft 9, and the fixed rod 111 drives the first scraper 112 to rotate, so that the first scraper 112 stirs the slurry in the grouting pipe 2 and cleans the slurry outlet hole 3. The rotating shaft 9 drives the disc 121 in the second cleaning mechanism 12 to rotate, and the disc 121 drives the second scraper 122 to rotate, so that the second scraper 122 cleans the outside of the slurry outlet hole 3 to ensure that the inner wall and outer surface of the grouting pipe 2 corresponding to the slurry outlet hole 3 are not covered with obstacles, so that the grouting is smoother.
[0032] To sum up, the overburden rock delamination grouting filling device can crush the coagulants and large-particle raw materials in the slurry, effectively avoid the blockage of the slurry outlet hole 3, and at the same time increase the stirring function in the grouting pipe 2 to avoid slurry coagulation, increase the cleaning function at the slurry outlet hole 3, effectively avoid the slurry outlet hole 3 from being blocked, further improve the smoothness of slurry discharge, and at the same time increase the drilling capacity of the lower end of the grouting pipe 2, so that the process of inserting the grouting pipe 2 into the overburden rock delamination is more time-saving and labor-saving, and convenient to use.
[0033] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A grouting filling device for overburden separation layer, comprising a mounting plate (1), characterized in that: A grouting pipe (2) is fixedly mounted on the lower surface of the mounting plate (1), and a grouting hole (3) is provided on the side wall of the grouting pipe (2) near the lower side. A threaded sleeve (4) is fixedly mounted on the upper surface of the mounting plate (1), and a through hole (5) is provided on the mounting plate (1) inside the threaded sleeve (4). A sealing sleeve (6) is threadedly mounted on the upper surface of the threaded sleeve (4), and the lower surface of the sealing sleeve (6) is an open structure. A liquid inlet pipe (7) is provided on the left side wall of the sealing sleeve (6) near the lower side, and the upper surface of the sealing sleeve (6) is provided with a through hole (5). A motor (8) is fixedly mounted on the surface, a rotating shaft (9) is fixedly mounted on the lower surface of the output shaft of the motor (8), and the rotating shaft (9) is inserted into the lower side of the lower side wall of the grouting pipe (2), a crushing mechanism (10) is arranged on the rotating shaft (9) in the sealing cylinder (6), a first cleaning mechanism (11) is arranged on the rotating shaft (9) in the grouting pipe (2), a second cleaning mechanism (12) is mounted on the lower surface of the rotating shaft (9), and a drill bit (14) is mounted on the lower surface of the second cleaning mechanism (12) via a locking mechanism (13).
2. The overburden separation layer grouting filling device according to claim 1 is characterized in that: Mechanical seals (15) are provided on the upper side of the sealing cylinder (6) corresponding to the rotating shaft (9) and on the lower side wall of the grouting pipe (2).
3. The overburden separation layer grouting filling device according to claim 1 is characterized in that: The pulverizing mechanism (10) comprises a filter screen plate (101), an arc-shaped groove (102) and a pulverizing blade (103). Two filter screen plates (101) are arranged on the left and right sides. The filter screen plates (101) are clamped and fixed to the upper surface of the mounting plate (1) and the lower surface of the sealing cylinder (6). The filter screen plate (101) is a semicircular structure, and a breathing portion is provided on the side of the filter screen plate (101) close to the rotating shaft (9). The pulverizing blade (103) is fixedly mounted on the outer surface of the rotating shaft (9) on the upper side of the filter screen plate (101).
4. The overburden separation layer grouting filling device according to claim 1 is characterized in that: The first cleaning mechanism (11) comprises a fixed rod (111) and a first scraper (112); the fixed rod (111) is fixedly mounted on the outer surface of the rotating shaft (9); the first scraper (112) is fixedly mounted on the end of the fixed rod (111) close to the inner wall of the grouting pipe (2); and the first scraper (112) is movably fitted to the inner wall of the grouting pipe (2).
5. The overburden separation layer grouting filling device according to claim 1 is characterized in that: The second cleaning mechanism (12) comprises a disc (121) and a second scraper (122); the disc (121) is fixedly mounted on the lower surface of the rotating shaft (9); the upper surface of the disc (121) is provided with second scrapers (122) near left and right positions, and the second scrapers (122) are movably fitted to the outer surface of the grouting pipe (2).
6. The overburden separation layer grouting filling device according to claim 1 is characterized in that: The locking mechanism (13) comprises a fixing block (131), a threaded hole (132) and a locking bolt (133); the fixing block (131) is fixedly mounted on the lower surface of the disk (121), and the fixing block (131) is inserted into the drill bit (14); the left and right side surfaces of the fixing block (131) and the left and right side walls of the drill bit (14) are both provided with threaded holes (132); the locking bolt (133) is threadedly mounted in the inner thread of the threaded hole (132).