An anti-slide pile reinforcement device for geological landslide control

Abstract

The present invention relates to the technical field of application of anti-slip pile reinforcement tools, specifically to an anti-slip pile reinforcement device for geological landslide control, comprising a lifting component, an adjusting component, two rotating clamping components and two fastening components, wherein a bottom groove is provided at the bottom of the lifting component, and gripping components are provided at the bottom of the four corners of the bottom groove. Since a single anti-slip pile can only fix a local smaller area where geological landslides are prone to occur, the force on the single anti-slip pile is relatively large. When a geological landslide occurs, the anti-slip piles cannot work better with each other. Therefore, by fixing two adjacent anti-slip piles to the three locking units on the fastening component, the connectivity and compactness between the two anti-slip piles are made stronger, and then when a geological landslide occurs at a certain location, the pressure can be better dispersed between the anti-slip piles, which is not only beneficial to the better geological anti-landslide effect of the two anti-slip piles, but also avoids unnecessary damage to the anti-slip piles, further reducing unnecessary economic losses.

Description

Technical Field

[0001] The invention relates to the technical field of application of anti-slide pile reinforcement tools, in particular to an anti-slide pile reinforcement device for geological landslide treatment. Background Art

[0002] The anti-slide piles in slope treatment projects transmit the slope thrust borne by the upper part of the pile body to the lateral soil or rock mass at the lower part of the pile, and rely on the lateral resistance of the lower part of the pile to bear the downward thrust of the slope to maintain the stability of the slope. For some more complex landslide environments, local materials are usually used to support the landslide with wooden piles. However, the strength of the wooden anti-slide pile body is not enough. Therefore, anti-slide pile reinforcement devices are usually used to reinforce the wooden anti-slide piles.

[0003] The existing anti-slip pile reinforcement device for geological landslide control still has great defects when used. The existing anti-slip pile reinforcement device cannot perform better fixing operations on wooden anti-slip piles of different specifications, which makes the adaptability range of some reinforcement devices small. The existing anti-slip pile reinforcement device often reinforces independent anti-slip piles separately, so that the connection between multiple anti-slip piles is not strong, resulting in a single anti-slip pile supporting and fixing effect on the landslide is not good. The existing anti-slip pile reinforcement device often only reinforces the anti-slip pile itself and cannot reinforce the bottom area where the anti-slip pile is installed. The existing anti-slip pile reinforcement device has low flexibility and cannot reinforce two anti-slip piles in different positions. Summary of the Invention

[0004] The purpose of the present invention is to solve the problem that the existing anti-slip pile reinforcement device cannot perform better fixing operations on wooden anti-slip piles of different specifications, which makes the adaptation range of some reinforcement devices small; the existing anti-slip pile reinforcement device often reinforces independent anti-slip piles separately, so that the connection between multiple anti-slip piles is not strong, resulting in poor support and fixing effect of a single anti-slip pile on the landslide; the existing anti-slip pile reinforcement device often only reinforces the anti-slip pile itself and cannot reinforce the bottom area where the anti-slip pile is installed; the existing anti-slip pile reinforcement device has low flexibility and cannot reinforce two anti-slip piles at different positions, and proposes an anti-slip pile reinforcement device for geological landslide control.

[0005] The objectives of the present invention can be achieved through the following technical solutions: An anti-slip pile reinforcement device for geological landslide control, comprising a lifting assembly, an adjusting assembly, two rotating clamping assemblies and two fastening assemblies, wherein a bottom groove is provided at the bottom of the lifting assembly, and gripping assemblies are provided at the bottom of the four corners of the bottom groove, a wall panel is provided on one side of the top of the lifting assembly, the adjusting assembly is provided on one side of the wall panel, a first baffle is provided on both sides of one side of the adjusting assembly, the two rotating clamping assemblies are respectively provided on one side of the two first baffles, a clamping arm is provided at one end of the top of the rotating clamping assembly, the two fastening assemblies are respectively provided between the two clamping arms, and the upper and lower ends of the fastening assembly are connected to retaining rings through a number of vertical plates.

[0006] Preferably, a groove is provided in the middle of the bottom trough, and slides are welded relatively on the side walls on both sides of the middle of the bottom trough, one end of each slide is hinged with a first hinge plate, and the middle of each first hinge plate is hinged with a second hinge plate, and the top of the two first hinge plates and the bottom of the two second hinge plates are provided with rollers, and the rollers at the bottom of the two second hinge plates are respectively connected to the two slides on the bottom trough, and support rods are provided on both sides of the bottom of the two second hinge plates, and a first hydraulic cylinder is provided on one side of the middle of the bottom trough, one end of the first hydraulic cylinder is connected to the first hydraulic rod, and one end of the first hydraulic rod is welded to the middle of the support rod.

[0007] Preferably, one end of the top of the two second hinged plates is hinged with a slide, the two rollers on the top of the two first hinged plates are respectively connected to the two slides on the top of the two second hinged plates, and both ends of the two slides hinged on the top of the two second hinged plates are welded with guard rods, the top of the four guard rods is welded with a top plate, and one side of the top plate is welded to the wall panel.

[0008] Preferably, a baffle is provided on the top of the grip assembly, and the baffle is a cylindrical structure, a first motor is installed at the bottom of the baffle, and the bottom of the first motor is movably connected to a drill rod through a rotating shaft, and the drill rod is a spiral structure, and three third hinge plates are hinged at equal intervals on the side wall of the baffle, and the bottom of the three third hinge plates are hinged to a retraction plate, and one end of the three retraction plates is hinged to a support plate, and a first screw hole compatible with the drill rod is provided in the middle of the support plate.

[0009] Preferably, a shell is provided on one side of the adjustment component, and one side of the shell is connected to the wall panel by bolts. The shell is a frame structure and the middle part of the shell is hollow. A second motor is installed at one end of the middle part of the shell, and one end of the second motor is movably connected to a screw through a rotating shaft. Slide rails are welded at the upper and lower ends of one side of the shell, and two first sliders are connected to the two slide rails. The two first baffles are respectively welded to the two first sliders on the two slide rails, and a second slider is welded on one side of the two first baffles. The two second sliders are provided with a second screw hole that is compatible with the screw.

[0010] Preferably, a first support plate is provided at the bottom of the rotating clamping assembly, the first support plate is connected to the first baffle through bolts, a third motor is installed on the top of the first baffle, and the top of the third motor is movably connected to the support seat through a rotating shaft.

[0011] Preferably, a second hydraulic cylinder is hinged in the middle of one side of the top of the support seat, one end of the second hydraulic cylinder is connected to a second hydraulic rod, one end of the second hydraulic rod is hinged to a first block arm, the top of the first block arm is hinged to a force arm, the clamping arm is arranged at one end of the force arm, the force arm is hinged to the second block arm, and the second block arm is hinged to the support seat.

[0012] Preferably, the retaining ring has a cylindrical structure, and a slot is provided in the middle of the retaining ring, three locking units are provided at equal intervals between the two retaining rings, a second support plate is provided on one side of the locking unit, the second support plate is welded between the two retaining rings, one side of the bottom of the second support plate is hinged with a third hydraulic cylinder, the top of the third hydraulic cylinder is connected to a third hydraulic rod, the top of the third hydraulic rod is hinged with a holder, one side of the second support plate is provided with the first groove, one end of the holder is connected to the second support plate through the first groove, shock-absorbing plates are provided on both sides of the holder, a third baffle is provided at one end of the two shock-absorbing plates, a movable plate is hinged between the two third baffles, a tooth plate is provided on the outer wall of the movable plate, the upper and lower ends of the movable plate are hinged with rotating plates, and one end of the two rotating plates is hinged to the second support plate.

[0013] Preferably, a second baffle is provided at one end of the shock-absorbing plate, one end of the second baffle is hinged to the second support plate, a sliding rod is welded to the other end of the second support plate, a spring is provided on the side wall of the sliding rod, one end of the spring is welded to the second baffle, one end of the second spring is welded to the third baffle, and a second groove adapted to the sliding rod is opened in the middle of one end of the third baffle.

[0014] An anti-slide pile reinforcement device for geological landslide control, wherein the method for using the anti-slide pile reinforcement device specifically comprises the following steps:

[0015] Step 1: The anti-slip pile reinforcement device is transferred between the two anti-slip piles. The first motors on the four gripping components are turned on to rotate the drill rods, which in turn drive the support plate to move up and down. The telescopic angles of the three retractable plates on the support plate are adjusted, and the drill rods are drilled into the ground. The bottom groove on the lifting component is fixed to the ground.

[0016] Step 2: The first hydraulic cylinder on the lifting assembly drives the first hydraulic rod to move, the first hydraulic rod drives the support rod to move, the support rod drives the rollers at the bottom of the two second hinge plates to move in the two slides on the bottom groove, the two second hinge plates drive the two first hinge plates to move, adjust the height of the two slides connected to the two rollers on the two first hinge plates, and then adjust the height of the top plate set on the top of the four baffles, thereby adjusting the height of the fastening assembly, secondly, by turning on the second motor on the adjusting assembly, the second motor drives the screw to rotate, and the screw drives the two second sliders to adjust the distance between the two first baffles, thereby adjusting the distance between the fastening assemblies on the two rotating clamping assemblies;

[0017] Step three: By turning on the third motor on the rotating clamping assembly, the third motor drives the support seat to rotate and adjust the angle of the two fastening assemblies. Secondly, the second hydraulic cylinder is used to mobilize the second hydraulic rod to move, and the two second hydraulic rods drive the first block arm to move. The first block arm drives the power arm to move, and adjusts the inclination angle of the fastening assembly on the clamping arm. At the same time, cooperate with the lifting assembly to place the two adjacent anti-slip piles between the two retaining rings. At the same time, cooperate with the third hydraulic cylinder on the locking unit to drive the third hydraulic rod to move. The third hydraulic rod drives the movable plates on the two shock-absorbing plates to move through the clamping seat, and clamps the anti-slip piles between the tooth plates on the side walls of the three movable plates for fixing.

[0018] Compared with the prior art, the present invention has the following effects:

[0019] 1. By turning on the first motor on the four gripping assemblies, the first motor drives the drill rod to rotate, and the drill rod drives the support plate to move up and down, and the telescopic angle of the three retractable plates on the support plate is adjusted, the drill rod is drilled into the ground, and the bottom groove on the lifting assembly is fixed to the ground. At the same time, since the geology around the installation of the anti-slip piles is relatively complex and mostly uneven, by adjusting the height of the drill rod on the gripping assembly, and then adjusting the opening and closing angles of the three retractable plates on the support plate, the retractable plates are in closer contact with the ground, which not only ensures that the anti-slip pile reinforcement device is more stable during use, but also helps the several retractable plates on the gripping assembly to squeeze the ground, making the geology for installing the anti-slip piles more solid, further The anti-slip piles are beneficial for better reinforcement of geological areas prone to landslides. At the same time, since a single anti-slip pile can only fix a small local area where geological landslides are prone, the force on the single anti-slip pile is relatively large. When a geological landslide occurs, the anti-slip piles cannot work better with each other. Therefore, by fixing two adjacent anti-slip piles in the three locking units on the fastening assembly, the connectivity and compactness between the two anti-slip piles are made stronger. Then, when a geological landslide occurs at a certain location, the pressure can be better dispersed between the anti-slip piles, which not only helps the two anti-slip piles to have a better effect on geological anti-landslides, but also avoids unnecessary damage to the anti-slip piles, further reducing unnecessary economic losses.

[0020] 2. The first hydraulic cylinder on the lifting assembly drives the first hydraulic rod to move, the first hydraulic rod drives the support rod to move, the two second hinge plates drive the two first hinge plates to move, adjust the height of the two slides connected to the two rollers on the two first hinge plates, and then adjust the height of the top plate set on the top of the four baffles, thereby adjusting the height of the fastening assembly, so that the two fastening assemblies can be moved above the two anti-slip piles, and further facilitate the anti-slip piles to be stuck between the three locking units. Secondly, cooperate with the second motor on the opening adjustment assembly, the second motor drives the screw to rotate, and the screw drives the two second sliders to adjust the distance between the two first baffles The distance between the two fastening assemblies on the rotating clamping assembly is adjusted, thereby adjusting the distance between the fastening assemblies on the two rotating clamping assemblies, which is conducive to clamping two anti-slip piles at different distances on the two fastening assemblies, thereby improving the flexibility of the reinforcement device when in use. At the same time, by turning on the third motor on the rotating clamping assembly, the third motor drives the support seat to rotate, thereby adjusting the angle of the two fastening assemblies. Secondly, the second hydraulic rod is mobilized to move through the second hydraulic cylinder, and the two second hydraulic rods drive the first block arm to move. The first block arm drives the power arm to move, thereby adjusting the inclination angle of the fastening assembly on the clamping arm. Two anti-slip piles with different installation angles can be clamped between the two fastening assemblies.

[0021] 3. Due to the different specifications and materials of the anti-slip piles, the anti-slip piles are clamped between the three locking units, and the third hydraulic rod is driven to move by the third hydraulic cylinder on the locking unit. The third hydraulic rod drives the movable plate on the two shock-absorbing plates to move through the clamping seat, and the anti-slip piles are clamped between the tooth plates on the side walls of the three movable plates for fixing operations. At the same time, by arranging shock-absorbing plates on both sides of the movable plate, the sliding rod is elastically acted on by the spring, so that the movement distance of the third baffle is different, which is not only conducive to a larger contact area between the tooth plate on the movable plate and the anti-slip pile, making the tooth plates on the three locking units more stable in fixing the anti-slip piles, but also beneficial for the three tooth plates to perform real-time fixing operations on the anti-slip piles when the anti-slip piles tilt.

[0022] 4. By the cooperation between the lifting component, the adjusting component and the rotating clamping component and the two fastening components, the movement area of ​​the two fastening components is made larger. For some anti-slip piles with more complicated installation positions, the two fastening components can reinforce two adjacent anti-slip piles. At the same time, for some more complex geological environments, it is more difficult to cast reinforced concrete anti-slip piles. Often, local materials are needed, and the construction is convenient and the cost is low. However, due to the insufficient strength of the wooden pile body, the use of wooden piles for anti-landslide operations in some geological areas is often not ideal. Therefore, the reinforcement device can make the connection between the wooden piles better, thereby improving the fixing effect of wooden anti-slip piles in geological areas prone to collapse. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] To facilitate understanding by those skilled in the art, the present invention is further described below with reference to the accompanying drawings.

[0024] Figure 1 It is a schematic diagram of the overall structure of the present invention.

[0025] Figure 2 It is a structural schematic diagram of the lifting assembly in the present invention.

[0026] Figure 3 For the present invention Figure 2 A magnified schematic diagram of the details of area A in the middle.

[0027] Figure 4 A schematic diagram of the structure of the grip assembly in the present invention

[0028] Figure 5 Schematic diagram of the structure of the regulating component in the present invention.

[0029] Figure 6 For the present invention Figure 5 A magnified schematic diagram of the details of area B.

[0030] Figure 7 It is a structural schematic diagram of the rotating clamping assembly in the present invention.

[0031] Figure 8 Schematic diagram of the structure of the fastening assembly in the present invention.

[0032] Figure 9 Schematic diagram of the structure of the locking unit in the present invention.

[0033] Figure 10 Schematic diagram of the structure of the shock-absorbing plate in the present invention.

[0034] In the figure: 1. Lifting assembly; 101. Bottom trough; 102. Slideway; 103. First hinge plate; 104. Second hinge plate; 105. Stop rod; 106. Top plate; 107. Wall plate; 108. First hydraulic cylinder; 109. First hydraulic rod; 110. Roller; 111. Support rod; 2. Grip assembly; 201. Stop plate; 202. First motor; 203. Drill rod; 204. Support plate; 205. Retraction plate; 206. Third hinge plate; 3. Adjustment assembly; 301. Housing; 302. Second motor; 303. Lead screw; 304. Slideway; 305. First stop plate; 306. First slider; 307. Second slider; 4. Rotating clamping assembly; 401, first support plate; 402, third motor; 403, support seat; 404, second hydraulic cylinder; 405, second hydraulic rod; 406, first stop arm; 407, force arm; 408, second stop arm; 409, clamping arm; 5, fastening assembly; 501, stop ring; 502, locking unit; 5021, second support plate; 5022, third hydraulic cylinder; 5023, third hydraulic rod; 5024, clamping seat; 5025, movable plate; 5026, tooth plate; 5027, rotating plate; 5028, shock-absorbing plate; 5029, second baffle; 5030, sliding rod; 5031, spring; 5032, third baffle. DETAILED DESCRIPTION

[0035] The technical solutions of the present invention will be clearly and completely described below with reference to the embodiments. Obviously, the embodiments described are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making any creative efforts shall fall within the scope of protection of the present invention.

[0036] See also Figure 1-10As shown, an anti-slide pile reinforcement device for geological landslide treatment includes a lifting component 1, an adjusting component 3, two rotating clamping components 4 and two fastening components 5. The bottom of the lifting component 1 is provided with a bottom groove 101, and the bottom of the four corners of the bottom groove 101 are provided with a gripping component 2. A wall plate 107 is provided on one side of the top of the lifting component 1, the adjusting component 3 is provided on one side of the wall plate 107, and a first baffle 305 is provided on both sides of one side of the adjusting component 3. The two rotating clamping components 4 are respectively provided on one side of the two first baffles 305, and a clamping arm 409 is provided at one end of the top of the rotating clamping component 4. The two fastening components 5 are respectively provided on Between the two clamping arms 409, the upper and lower ends of the fastening assembly 5 are connected with retaining rings 501 through a number of vertical plates. The lifting assembly 1, the adjusting assembly 3 and the rotating clamping assembly 4 cooperate with the two fastening assemblies 5 to make the movement area of ​​the two fastening assemblies 5 larger. For some anti-slip piles with more complicated installation positions, the two fastening assemblies 5 can reinforce two adjacent anti-slip piles. At the same time, for some more complex geological environments, it is more difficult to cast reinforced concrete anti-slip piles. Often, local materials are needed, and the construction is convenient and the cost is low. However, due to the insufficient strength of the wooden pile body, the use of wooden piles for anti-landslide operations in some geological areas is often not ideal. Therefore, the reinforcement device can make the connection between the wooden piles better, thereby improving the wooden anti-slip piles to better fix the geological areas prone to collapse.

[0037] In an optional embodiment of the embodiment of the present invention, a groove is provided in the middle of the bottom trough 101, and slideways 102 are welded on both side walls of the middle of the bottom trough 101. One end of the two slideways 102 is hinged with a first hinge plate 103, and the middle of the two first hinge plates 103 is hinged with a second hinge plate 104. The tops of the two first hinge plates 103 and the bottoms of the two second hinge plates 104 are provided with rollers 110. The rollers 110 at the bottoms of the two second hinge plates 104 are respectively connected to the two slideways 102 on the bottom trough 101, and support rods 111 are provided on both sides of the bottoms of the two second hinge plates 104. A first hydraulic cylinder 108 is provided on one side of the middle of the bottom trough 101, and one end of the first hydraulic cylinder 108 is connected to a first hydraulic rod 109. The first hydraulic One end of the rod 109 is welded to the middle of the support rod 111, and the first hydraulic cylinder 108 drives the first hydraulic rod 109 to move, and the first hydraulic rod 109 drives the support rod 111 to move, and the support rod 111 drives the rollers 110 at the bottom of the two second hinge plates 104 to move in the two slides 102 on the bottom groove 101, and the two second hinge plates 104 drive the two first hinge plates 103 to move, and adjust the height of the two slides 102 connected to the two rollers 110 on the two first hinge plates 103, and then adjust the height of the top plate 106 set on the top of the four blocking rods 105, so as to adjust the height of the fastening assembly 5, so as to facilitate the movement of the two fastening assemblies 5 to the top of the two anti-slip piles, and further facilitate the anti-slip piles to be stuck between the three locking units 502.

[0038] In an optional implementation of an embodiment of the present invention, one end of the top of the two second hinge plates 104 is hinged with a slide 102, and the two rollers 110 on the top of the two first hinge plates 103 are respectively connected to the two slides 102 on the top of the two second hinge plates 104, and both ends of the two slides 102 hinged on the top of the two second hinge plates 104 are welded with a blocking rod 105, and the top of the four blocking rods 105 is welded with a top plate 106, and one side of the top plate 106 is welded to the wall panel 107, so that the up and down movement of the two fastening components 5 is more stable, and the tooth plate 5026 on the locking unit 502 is further prevented from scratching the anti-slip pile, which is not only beneficial to protecting the anti-slip pile, but also beneficial to protecting the anti-slip pile reinforcement device, and is beneficial to the long-term use of the reinforcement device.

[0039] In an optional implementation manner of the embodiment of the present invention, a baffle 201 is provided on the top of the grip assembly 2, and the baffle 201 has a cylindrical structure. A first motor 202 is installed at the bottom of the baffle 201. The bottom of the first motor 202 is movably connected to the drill rod 203 through a rotating shaft. The drill rod 203 has a spiral structure. Three third hinge plates 206 are hinged at equal intervals on the side wall of the baffle 201. The bottoms of the three third hinge plates 206 are hinged with a retraction plate 205. One end of the three retraction plates 205 is hinged to a support plate 204. A first screw hole that is compatible with the drill rod 203 is provided in the middle of the support plate 204. By turning on the first motors 202 on the four grip assemblies 2, the first motors 202 drive the drill rod 203 to rotate, and the drill rod 203 drives the support plate 204 to move up and down, and the telescopic angles of the three retraction plates 205 on the support plate 204 are adjusted to drill the drill rod 203 into the soil. In the ground, the bottom groove 101 on the lifting component 1 is fixed on the ground. At the same time, since the geology around the anti-skid piles is relatively complex and mostly uneven, by adjusting the height of the drill rod 203 on the gripping component 2, and then adjusting the opening and closing angles of the three retraction plates 205 on the support plate 204, the retraction plates 205 are made to contact the ground more closely, which not only ensures that the anti-skid pile reinforcement device is more stable during use, but also helps the several retraction plates 205 on the gripping component 2 to squeeze the ground, making the geology for installing the anti-skid piles more solid, which is further beneficial for the anti-skid piles to better reinforce geological areas prone to landslides. At the same time, since a single anti-skid pile can only fix a small local area where the geology is prone to landslides, the single anti-skid pile is subjected to a large force. When a landslide occurs, the anti-skid piles cannot work better with each other.

[0040] In an optional embodiment of the present invention, a housing 301 is provided on one side of the adjustment component 3, and one side of the housing 301 is connected to the wall plate 107 by bolts. The housing 301 is a frame structure and the middle part of the housing 301 is hollow. A second motor 302 is installed at one end of the middle part of the housing 301, and one end of the second motor 302 is movably connected to a lead screw 303 through a rotating shaft. Slide rails 304 are welded to the upper and lower ends of one side of the housing 301. Two first sliders 306 are connected to the two slide rails 304, and two first baffles 305 are respectively connected to the two first sliders 306 on the two slide rails 304. 6 welding, a second slider 307 is welded on one side of the two first baffles 305, and a second screw hole adapted to the lead screw 303 is opened on the two second sliders 307. The second motor 302 on the adjustment component 3 is turned on, and the second motor 302 drives the lead screw 303 to rotate. The lead screw 303 drives the two second sliders 307 to adjust the distance between the two first baffles 305, and further adjusts the distance between the fastening components 5 on the two rotating clamping components 4, which is conducive to clamping two anti-slip piles of different distances on the two fastening components 5, thereby improving the flexibility of the reinforcement device when in use.

[0041] In an optional embodiment of the embodiment of the present invention, a first support plate 401 is provided at the bottom of the rotating clamping assembly 4, the first support plate 401 is connected to the first baffle 305 by bolts, a third motor 402 is installed on the top of the first baffle 305, the top of the third motor 402 is movably connected to a support base 403 through a rotating shaft, a second hydraulic cylinder 404 is hinged in the middle of one side of the top of the support base 403, one end of the second hydraulic cylinder 404 is connected to a second hydraulic rod 405, one end of the second hydraulic rod 405 is hinged to a first blocking arm 406, the top of the first blocking arm 406 is hinged to a force arm 407, and a clamping arm 409 is provided on the force arm 40 At one end of 7, the force arm 407 is hinged with the second blocking arm 408, and the second blocking arm 408 is hinged to the support seat 403, and cooperates with the third motor 402 on the rotating clamping assembly 4 to turn on, and the third motor 402 drives the support seat 403 to rotate, thereby adjusting the angle of the two fastening assemblies 5. Secondly, the second hydraulic rod 405 is mobilized to move by the second hydraulic cylinder 404, and the two second hydraulic rods 405 drive the first blocking arm 406 to move. The first blocking arm 406 drives the power arm 407 to move, and adjusts the inclination angle of the fastening assembly 5 on the clamping arm 409. Two anti-slip piles with different installation angles can be clamped between the two fastening assemblies 5.

[0042] In an optional implementation of an embodiment of the present invention, the retaining ring 501 is a cylindrical structure, and a slot is provided in the middle of the retaining ring 501, three locking units 502 are provided at equal intervals between the two retaining rings 501, a second support plate 5021 is provided on one side of the locking unit 502, the second support plate 5021 is welded between the two retaining rings 501, a third hydraulic cylinder 5022 is hinged on one side of the bottom of the second support plate 5021, a third hydraulic rod 5023 is connected to the top of the third hydraulic cylinder 5022, a clamping seat 5024 is hinged on the top of the third hydraulic rod 5023, one side of the second support plate 5021 is provided with a first groove, one end of the clamping seat 5024 is connected to the second support plate 5021 through the first groove, and shock-absorbing plates 5028 are provided on both sides of the clamping seat 5024. , one end of each of the two shock-absorbing plates 5028 is provided with a third baffle 5032, and a movable plate 5025 is hinged between the two third baffles 5032, and a tooth plate 5026 is provided on the outer wall of the movable plate 5025. The upper and lower ends of the movable plate 5025 are hinged with a rotating plate 5027, and one end of the two rotating plates 5027 is hinged to the second support plate 5021. By fixing the two adjacent anti-slip piles to the three locking units 502 on the fastening assembly 5, the connectivity and compactness between the two anti-slip piles are made stronger. Therefore, when a landslide occurs at a certain geological location, the pressure can be better dispersed between the anti-slip piles, which is not only beneficial to the better anti-landslide effect of the two anti-slip piles on the geological area, but also avoids unnecessary damage to the anti-slip piles, further reducing unnecessary economic losses.

[0043] In an optional embodiment of the embodiment of the present invention, a second baffle 5029 is provided at one end of the shock absorbing plate 5028, one end of the second baffle 5029 is hinged to the second support plate 5021, and a slide bar 5030 is welded to the other end of the second support plate 5021. A spring 5031 is provided on the side wall of the slide bar 5030, one end of the spring 5031 is welded to the second baffle 5029, and one end of the second spring 5031 is welded to the third baffle 5032. The middle part of one end of the third baffle 5032 is provided with a slide bar 5030 adapted to At the same time, by arranging shock-absorbing plates 5028 on both sides of the movable plate 5025, the sliding rod 5030 makes the third baffle 5032 move at different distances under the elastic action of the spring 5031, which is not only conducive to a larger contact area between the tooth plate 5026 on the movable plate 5025 and the anti-slip pile, making the tooth plates 5026 on the three locking units 502 more stable in fixing the anti-slip pile, but also beneficial for the three tooth plates 5026 to perform real-time fixing operations on the anti-slip pile when the anti-slip pile tilts.

[0044] First, the anti-slip pile reinforcement device is transferred between the two anti-slip piles, and the first motor 202 on the four gripping components 2 is turned on, the first motor 202 drives the drill rod 203 to rotate, and the drill rod 203 drives the support plate 204 to move up and down, and the telescopic angle of the three retractable plates 205 on the support plate 204 is adjusted, and the drill rod 203 is drilled into the ground, and the bottom groove 101 on the lifting component 1 is fixed to the ground, and the first motor 202 on the four gripping components 2 is turned on, the first motor 202 drives the drill rod 203 to rotate, and the drill rod 203 drives the support plate 204 to move up and down, and the telescopic angle of the three retractable plates 205 on the support plate 204 is adjusted. 203 is drilled into the ground to fix the bottom groove 101 on the lifting component 1 on the ground. At the same time, since the geology around the anti-slip pile is relatively complex and mostly uneven, by adjusting the height of the drill rod 203 on the gripping component 2, and then adjusting the opening and closing angles of the three retractable plates 205 on the supporting plate 204, the retractable plates 205 are in closer contact with the ground, which not only ensures that the anti-slip pile reinforcement device is more stable during use, but also helps the several retractable plates 205 on the gripping component 2 to squeeze the ground, making the geology for installing the anti-slip pile more solid, which is further conducive to the anti-slip pile to better reinforce the geological area prone to landslides;

[0045] Then, the first hydraulic cylinder 108 on the lifting assembly 1 drives the first hydraulic rod 109 to move, and the first hydraulic rod 109 drives the support rod 111 to move, and the support rod 111 drives the rollers 110 at the bottom of the two second hinge plates 104 to move in the two slides 102 on the bottom groove 101, and the two second hinge plates 104 drive the two first hinge plates 103 to move, and adjust the height of the two slides 102 connected to the two rollers 110 on the two first hinge plates 103, and then adjust the height of the top plate 106 set on the top of the four blocking rods 105, so as to adjust the height of the fastening assembly 5, so as to facilitate the movement of the two fastening assemblies 5 to the top of the two anti-slip piles, and further facilitate the anti-slip piles to be stuck between the three locking units 502. Secondly, by turning on the second motor 302 on the adjusting assembly 3, the second motor 302 drives the screw 303 to rotate, and the screw The lever 303 drives the two second sliders 307 to adjust the distance between the two first baffles 305, thereby adjusting the distance between the fastening assemblies 5 on the two rotating clamping assemblies 4, thereby adjusting the distance between the fastening assemblies 5 on the two rotating clamping assemblies 4, which is conducive to clamping two anti-slip piles of different distances on the two fastening assemblies 5. The lifting assembly 1, the adjustment assembly 3 and the rotating clamping assembly 4 cooperate with the two fastening assemblies 5 to make the movement range of the two fastening assemblies 5 larger. For some anti-slip piles with more complex installation positions, the two fastening assemblies 5 can reinforce two adjacent anti-slip piles. At the same time, for some more complex geological environments, it is more difficult to cast reinforced concrete anti-slip piles. Often, local materials are needed, which is convenient for construction and low in cost. However, due to the insufficient strength of the wooden pile body, the use of wooden piles for anti-landslide operations in some geological areas is often not ideal. Therefore, the reinforcement device can make the connection between the wooden piles better, thereby improving the fixing effect of wooden anti-slip piles in geological areas prone to collapse.

[0046] Finally, by turning on the third motor 402 on the rotating clamping assembly 4, the third motor 402 drives the support seat 403 to rotate and adjust the angles of the two fastening assemblies 5. Secondly, the second hydraulic cylinder 404 mobilizes the second hydraulic rod 405 to move, and the two second hydraulic rods 405 drive the first blocking arm 406 to move. The first blocking arm 406 drives the power arm 407 to move and adjust the inclination angle of the fastening assembly 5 on the clamping arm 409. Two anti-slip piles with different installation angles can be clamped between the two fastening assemblies 5. When cooperating with the lifting assembly 1, two adjacent anti-slip piles are placed between the two retaining rings 501. At the same time, the third hydraulic cylinder 5022 on the locking unit 502 drives the third hydraulic rod 5023 to move. The third hydraulic rod 5023 drives the movable plate 5025 on the two shock-absorbing plates 5028 to move through the clamping seat 5024, and the anti-slip pile is clamped between the tooth plates 5026 on the side walls of the three movable plates 5025 for fixing. Since a single anti-slip pile can only be used in a small local area prone to landslides, The fixed structure causes a single anti-slip pile to be subjected to greater force. When a landslide occurs, the anti-slip piles cannot work together better. Therefore, by fixing two adjacent anti-slip piles to the three locking units 502 on the fastening assembly 5, the connectivity and compactness between the two anti-slip piles are enhanced. As a result, when a landslide occurs at a certain location, the pressure can be better dispersed between the anti-slip piles, which not only helps the two anti-slip piles to have a better effect on preventing geological landslides, but also avoids unnecessary damage to the anti-slip piles, further reducing unnecessary economic losses. At the same time, by providing shock-absorbing plates 5028 on both sides of the movable plate 5025, the sliding rod 5030, under the elastic action of the spring 5031, causes the third baffle 5032 to move at different distances. This not only helps the tooth plate 5026 on the movable plate 5025 to have a larger contact area with the anti-slip pile, but also makes the tooth plates 5026 on the three locking units 502 more stable in fixing the anti-slip pile. In addition, when the anti-slip pile tilts, the three tooth plates 5026 can also perform real-time fixing operations on the anti-slip pile.

[0047] The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. These preferred embodiments do not exhaustively describe all details, nor do they limit the present invention to specific embodiments. Obviously, many modifications and variations are possible based on the contents of this specification. These embodiments are selected and described in detail in this specification to better explain the principles and practical applications of the present invention, thereby enabling those skilled in the art to better understand and utilize the present invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims

1. An anti-slide pile reinforcement device for geological landslide control, characterized in that: The invention comprises a lifting component (1), an adjusting component (3), two rotating clamping components (4) and two fastening components (5), wherein the bottom of the lifting component (1) is provided with a bottom groove (101), and the bottom of the four corners of the bottom groove (101) are provided with a gripping component (2), a wall plate (107) is provided on one side of the top of the lifting component (1), the adjusting component (3) is provided on one side of the wall plate (107), a first baffle (305) is provided on one side of the adjusting component (3), the two rotating clamping components (4) are respectively provided on one side of the two first baffles (305), a clamping arm (409) is provided at one end of the top of the rotating clamping component (4), the two fastening components (5) are respectively provided between the two clamping arms (409), and the upper and lower ends of the fastening component (5) are connected to a retaining ring (501) through a plurality of vertical plates; A housing (301) is provided on one side of the adjustment component (3), and one side of the housing (301) is connected to the wall plate (107) by bolts. The housing (301) is a frame structure and the middle part of the housing (301) is hollow. A second motor (302) is installed at one end of the middle part of the housing (301), and one end of the second motor (302) is movably connected to a lead screw (303) via a rotating shaft. Slide rails (304) are welded to the upper and lower ends of one side of the housing (301), and two first sliders (306) are connected to the two slide rails (304). Two first baffles (305) are respectively welded to the two first sliders (306) on the two slide rails (304). A second slider (307) is welded to one side of the two first baffles (305), and a second screw hole adapted to the lead screw (303) is provided on the two second sliders (307).

2. The anti-slide pile reinforcement device for geological landslide control according to claim 1, characterized in that: A groove is provided in the middle of the bottom trough (101), and slideways (102) are welded to both side walls of the middle of the bottom trough (101). One end of each of the two slideways (102) is hinged to a first hinge plate (103), and the middle of each of the two first hinge plates (103) is hinged to a second hinge plate (104). Rollers (110) are provided on the tops of the two first hinge plates (103) and the bottoms of the two second hinge plates (104). The rollers (110) at the bottoms of the two second hinge plates (104) are respectively connected to the two slideways (102) on the bottom trough (101). Support rods (111) are provided on both sides of the bottoms of the two second hinge plates (104). A first hydraulic cylinder (108) is provided on one side of the middle of the bottom trough (101), one end of the first hydraulic cylinder (108) is connected to a first hydraulic rod (109), and one end of the first hydraulic rod (109) is welded to the middle of the support rod (111).

3. The anti-slide pile reinforcement device for geological landslide control according to claim 2, characterized in that: The two second hinged plates (104) are hingedly connected to a slideway (102) at one end of their tops. The two rollers (110) at the tops of the two first hinged plates (103) are respectively connected to the two slideways (102) at the tops of the two second hinged plates (104). Baffles (105) are welded to both ends of one side of the two slideways (102) hinged at the tops of the two second hinged plates (104). Top plates (106) are welded to the tops of the four baffles (105). One side of the top plate (106) is welded to the wall plate (107).

4. The anti-slide pile reinforcement device for geological landslide control according to claim 3, characterized in that: A baffle (201) is provided on the top of the gripping assembly (2), and the baffle (201) is in a cylindrical structure. A first motor (202) is installed at the bottom of the baffle (201), and a drill rod (203) is movably connected to the bottom of the first motor (202) via a rotating shaft. The drill rod (203) is in a spiral structure. Three third hinge plates (206) are hinged at equal intervals on the side wall of the baffle (201), and the bottoms of the three third hinge plates (206) are hinged to a retraction plate (205). One end of the three retraction plates (205) is hinged to a support plate (204), and a first screw hole adapted to the drill rod (203) is provided in the middle of the support plate (204).

5. The anti-slide pile reinforcement device for geological landslide control according to claim 4, characterized in that: A first support plate (401) is provided at the bottom of the rotating clamping assembly (4), the first support plate (401) is connected to the first baffle (305) via bolts, a third motor (402) is installed on the top of the first support plate (401), and the top of the third motor (402) is movably connected to a support base (403) via a rotating shaft.

6. The anti-slide pile reinforcement device for geological landslide control according to claim 5, characterized in that: A second hydraulic cylinder (404) is hingedly connected to the middle portion of one side of the top of the support seat (403), one end of the second hydraulic cylinder (404) is connected to a second hydraulic rod (405), one end of the second hydraulic rod (405) is hingedly connected to a first blocking arm (406), a force arm (407) is hingedly connected to the top of the first blocking arm (406), a clamping arm (409) is provided at one end of the force arm (407), the force arm (407) is hingedly connected to a second blocking arm (408), and the second blocking arm (408) is hingedly connected to the support seat (403).

7. The anti-slide pile reinforcement device for geological landslide control according to claim 6, characterized in that: The retaining ring (501) is cylindrical in structure, and a slot is provided in the middle of the retaining ring (501). Three locking units (502) are provided at equal intervals between the two retaining rings (501). A second support plate (5021) is provided on one side of the locking unit (502). The second support plate (5021) is welded between the two retaining rings (501). A third hydraulic cylinder (5022) is hingedly connected to one side of the bottom of the second support plate (5021). The top of the third hydraulic cylinder (5022) is connected to a third hydraulic rod (5023). The top of the third hydraulic rod (5023) is hingedly connected to a clamping seat (5024). The second support plate (5 A first groove is provided on one side of the card seat (5021), one end of the card seat (5024) is connected to the second support plate (5021) through the first groove, shock-absorbing plates (5028) are provided on both sides of the card seat (5024), one end of each of the two shock-absorbing plates (5028) is provided with a third baffle (5032), a movable plate (5025) is hinged between the two third baffles (5032), a tooth plate (5026) is provided on the outer side wall of the movable plate (5025), and a rotating plate (5027) is hinged at both upper and lower ends of the movable plate (5025), and one end of each of the two rotating plates (5027) is hinged to the second support plate (5021).

8. The anti-slide pile reinforcement device for geological landslide control according to claim 7, characterized in that: A second baffle (5029) is provided at one end of the shock-absorbing plate (5028), one end of the second baffle (5029) is hinged to the second support plate (5021), a slide bar (5030) is welded to the other end of the second baffle (5029), a spring (5031) is provided on the side wall of the slide bar (5030), one end of the spring (5031) is welded to the second baffle (5029), one end of the second spring (5031) is welded to the third baffle (5032), and a second groove adapted to the slide bar (5030) is provided in the middle of one end of the third baffle (5032).

9. An anti-slide pile reinforcement device for geological landslide control according to claim 8, characterized in that: The method for using the anti-slip pile reinforcement device specifically includes the following steps: Step 1: The anti-slip pile reinforcement device is transferred between two anti-slip piles, and the first motor (202) on the four gripping components (2) is turned on, so that the first motor (202) drives the drill rod (203) to rotate, and the drill rod (203) drives the support plate (204) to move up and down, and the telescopic angles of the three retractable plates (205) on the support plate (204) are adjusted, and the drill rod (203) is drilled into the ground, and the bottom groove (101) on the lifting component (1) is fixed on the ground; Step 2: The first hydraulic cylinder (108) on the lifting assembly (1) drives the first hydraulic rod (109) to move, the first hydraulic rod (109) drives the support rod (111) to move, the support rod (111) drives the rollers (110) at the bottom of the two second hinge plates (104) to move in the two slideways (102) on the bottom groove (101), the two second hinge plates (104) drive the two first hinge plates (103) to move, and adjust the two rollers (110) on the two first hinge plates (103) connected to the two rollers (110). The height of the slideway (102) is adjusted, thereby adjusting the height of the top plate (106) set on the top of the four baffles (105), thereby adjusting the height of the fastening assembly (5); secondly, by turning on the second motor (302) on the adjustment assembly (3), the second motor (302) drives the lead screw (303) to rotate, and the lead screw (303) drives the two second sliders (307) to adjust the distance between the two first baffles (305), thereby adjusting the distance between the fastening assemblies (5) on the two rotating clamping assemblies (4); Step 3: By turning on the third motor (402) on the rotating clamping assembly (4), the third motor (402) drives the support seat (403) to rotate, and adjusts the angle of the two fastening assemblies (5). Then, the second hydraulic rod (405) is mobilized by the second hydraulic cylinder (404) to move, and the two second hydraulic rods (405) drive the first blocking arm (406) to move, and the first blocking arm (406) drives the power arm (407) to move, and adjusts the tilt angle of the fastening assembly (5) on the clamping arm (409). At the same time, in cooperation with the lifting assembly (1), two adjacent anti-slip piles are placed between the two retaining rings (501). At the same time, in cooperation with the third hydraulic cylinder (5022) on the locking unit (502), the third hydraulic rod (5023) is driven to move. The third hydraulic rod (5023) drives the movable plates (5025) on the two shock-absorbing plates (5028) to move through the clamping seat (5024), and the anti-slip piles are clamped between the tooth plates (5026) on the side walls of the three movable plates (5025) for fixing.

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