Anti-slide pile reinforcing device for geological landslide control

Abstract

The invention relates to the technical field of application of anti-slide pile reinforcing tools, in particular to an anti-slide pile reinforcing device for geological landslide governance, which comprises a lifting assembly, an adjusting assembly, two rotary clamping assemblies and two fastening assemblies, a bottom groove is formed in the bottom of the lifting assembly, and ground gripping assemblies are arranged at the bottoms of four corners of the bottom groove; due to the fact that a single anti-slide pile can only fix a local small area where landslide easily occurs in the geology, the stress of the single anti-slide pile is large, and when the landslide occurs in the geology, the anti-slide piles cannot be better matched to work, and therefore two adjacent anti-slide piles can be fixed in three locking units on the fastening assembly, and the anti-slide piles can be fixed in the three locking units. According to the anti-slide pile, the connecting performance and compactness between every two anti-slide piles are higher, so that when a certain geology landslide occurs, pressure can be better dispersed between the anti-slide piles, the geological anti-slide effect of the two anti-slide piles is better, unnecessary damage to the anti-slide piles is avoided, and unnecessary economic losses are further reduced.

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, but 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 devices used for geological landslide control still have great defects when used. The existing anti-slip pile reinforcement devices 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 devices often reinforce 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 devices often only reinforce the anti-slip piles themselves, and cannot reinforce the bottom area where the anti-slip piles are installed. The existing anti-slip pile reinforcement devices have low flexibility and cannot reinforce two anti-slip piles at different positions. Summary of the invention

[0004] The purpose of the present invention is to solve the problems that the existing anti-slip pile reinforcement devices cannot perform better fixing operations on wooden anti-slip piles of different specifications, resulting in a small adaptation range of some reinforcement devices; the existing anti-slip pile reinforcement devices often reinforce independent anti-slip piles individually, 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 devices often only reinforce the anti-slip piles themselves and cannot reinforce the bottom area where the anti-slip piles are installed; the existing anti-slip pile reinforcement devices have low flexibility and cannot reinforce two anti-slip piles at different positions, and an anti-slip pile reinforcement device for geological landslide control is proposed.

[0005] The objective of the present invention can be achieved through the following technical scheme: 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, the bottom of the lifting component is provided with a bottom groove, the bottom of the four corners of the bottom groove are provided with gripping components, one side of the top of the lifting component is provided with a wall panel, the adjusting component is provided on one side of the wall panel, both sides of one side of the adjusting component are provided with a first baffle plate, the two rotating clamping components are respectively provided on one side of the two first baffle plates, a clamping arm is provided at one end of the top of the rotating clamping component, the two fastening components are respectively provided between the two clamping arms, and the upper and lower ends of the fastening component are connected with retaining rings through a plurality of vertical plates.

[0006] Preferably, a groove is provided in the middle of the bottom groove, and slideways are welded relatively on the side walls on both sides of the middle of the bottom groove, one end of the two slides is hinged with a first hinge plate, the middle of the two first hinge plates is hinged with a second hinge plate, the top of the two first hinge plates and the bottom of the two second hinge plates are provided with rollers, the rollers at the bottom of the two second hinge plates are respectively connected to the two slides on the bottom groove, support rods are provided on both sides of the bottom of the two second hinge plates, a first hydraulic cylinder is provided on one side of the middle of the bottom groove, 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, both ends of one side 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 in a cylindrical structure, a first motor is installed at the bottom of the baffle, a drill rod is movably connected to the bottom of the first motor through a rotating shaft, the drill rod is in a spiral structure, three third hinge plates are hinged at equal intervals on the side wall of the baffle, and a retraction plate is hinged at the bottom of the three third hinge plates, a support plate is hinged at one end of the three retraction plates, and a first screw hole matching 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 lead screw through a rotating shaft. Slide rails are welded on 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 the second sliders are welded on one side of the two first baffles. Second screw holes matching the lead screw are provided on the two second sliders.

[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 plate by bolts, a third motor is installed on the top of the first baffle plate, and the top of the third motor is movably connected to a support seat via a rotating shaft.

[0011] Preferably, a second hydraulic cylinder is hinged in the middle part of one side of the top end of the support seat, a second hydraulic rod is connected to one end of the second hydraulic cylinder, a first block arm is hinged to one end of the second hydraulic rod, a force arm is hinged to the top of the first block arm, a 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 arranged 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, a third hydraulic cylinder is hinged on one side of the bottom of the second support plate, a third hydraulic rod is connected to the top of the third hydraulic cylinder, a clamping seat is hinged on the top of the third hydraulic rod, one side of the second support plate is provided with the first groove, one end of the clamping seat is connected to the second support plate through the first groove, shock-absorbing plates are provided on both sides of the clamping seat, 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, a rotating plate is hinged at the upper and lower ends of the movable plate, 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, the use method of the anti-slide pile reinforcement device specifically comprises the following steps:

[0015] Step 1: The anti-slip pile reinforcement device is transferred between two anti-slip piles. The first motors on the four gripping components are turned on, the first motors drive the drill rods to rotate, and the drill rods drive the support plate to move up and down. The telescopic angles of the three retractable plates on the support plate are adjusted, the drill rods are drilled into the ground, and the bottom groove on the lifting component is fixed on 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 slideways on the bottom groove, the two second hinge plates drive the two first hinge plates to move, adjust the height of the two slideways connected to the two rollers on the two first hinge plates, and then adjust the height of the top plates set on the top of the four baffles, thereby adjusting the height of the fastening assembly, and then, by turning on the second motor on the adjusting assembly, the second motor drives the lead screw to rotate, and the lead 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: Turn on the third motor on the rotating clamping assembly, and the third motor drives the support seat to rotate, thereby adjusting the angle of the two fastening assemblies. Secondly, mobilize the second hydraulic rod to move through the second hydraulic cylinder, and the two second hydraulic rods drive the first block arm to move, and the first block arm drives the power arm to move, thereby adjusting 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 block rings. At the same time, cooperate with the third hydraulic cylinder on the locking unit to drive the third hydraulic rod to move, and 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, 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 on 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 facilitates 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 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 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 is not only beneficial for the two anti-slip piles to have a better effect on geological landslide prevention, 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 slideways 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 baffle rods, so as to adjust the height of the fastening assembly, so as to facilitate the movement of the two fastening assemblies 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 height between the two first baffles The distance can be adjusted, thereby adjusting the distance between the fastening components on the two rotating clamping components, which is beneficial to clamping two anti-skid piles with different distances on the two fastening components, 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 component, the third motor drives the support seat to rotate, thereby adjusting the angle of the two fastening components. 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, and the first block arm drives the power arm to move, thereby adjusting the inclination angle of the fastening component on the clamping arm. Two anti-skid piles with different installation angles can be clamped between the two fastening components.

[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 plates, the sliding rod is subjected to the elastic action of the spring, so that the movement distance of the third baffle plate 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, but also makes the tooth plates on the three locking units fix the anti-slip pile more stably, and when the anti-slip pile is tilted, the three tooth plates can also perform real-time fixing operations on the anti-slip pile.

[0022] 4. The lifting component, the adjusting component and the rotating clamping component cooperate with the two fastening components to make the movement area of ​​the two fastening components larger. For some anti-slip piles with complex installation positions, the two fastening components can reinforce two adjacent anti-slip piles. At the same time, for some complex geological environments, it is 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 effect of using wooden piles to prevent landslides in some geological areas is often not ideal. Therefore, the reinforcement device can make the connection between 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] In order 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 schematic diagram of the structure 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.

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

[0028] Figure 5 It is a 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 schematic structural diagram of the rotating clamping assembly in the present invention.

[0031] Figure 8 It is a schematic structural diagram of the fastening assembly in the present invention.

[0032] Fig. 9 It is a structural schematic diagram of the locking unit in the present invention.

[0033] Fig.10 It is a schematic diagram of the structure of the shock absorbing plate in the present invention.

[0034] In the figure: 1. lifting assembly; 101. bottom groove; 102. slideway; 103. first hinge plate; 104. second hinge plate; 105. stopper; 106. top plate; 107. wall plate; 108. first hydraulic cylinder; 109. first hydraulic rod; 110. roller; 111. support rod; 2. grip assembly; 201. stopper; 202. first motor; 203. drill rod; 204. support plate; 205. retractable plate; 206. third hinge plate; 3. adjustment assembly; 301. housing; 302. second motor; 303. lead screw; 304. slideway; 305. first stopper; 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, holder; 5025, movable plate; 5026, tooth plate; 5027, rotating plate; 5028, shock absorbing plate; 5029, second stop plate; 5030, sliding rod; 5031, spring; 5032, third stop plate. DETAILED DESCRIPTION

[0035] The technical solution of the present invention will be clearly and completely described below in conjunction with the embodiments. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all of the embodiments. 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.

[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 lifting component 1 is provided with a bottom groove 101 at the bottom, the bottom of the bottom groove 101 is provided with a gripping component 2 at the four corners, 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 first baffles 305 are provided on both sides of one side of the adjusting component 3, 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, and the two fastening components 5 are respectively provided on Between the two clamp 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, the strength of the wooden piles is not enough. When using wooden piles to prevent landslides in some geological areas, the effect 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.

[0037] In an optional implementation of the embodiment of the present invention, a groove is provided in the middle of the bottom groove 101, and slideways 102 are welded on both side walls of the middle of the bottom groove 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, and the rollers 110 at the bottoms of the two second hinge plates 104 are respectively connected to the two slideways 102 on the bottom groove 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 groove 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 part 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 one side of the two slides 102 hinged on the top of the two second hinge plates 104 are welded with blocking rods 105, and top plates 106 are welded on the tops of the four blocking rods 105, 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 protect the anti-slip pile, but also beneficial to protect 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 plate 201 is provided on the top of the gripping assembly 2, and the baffle plate 201 is of a cylindrical structure, a first motor 202 is installed at the bottom of the baffle plate 201, and a drill rod 203 is movably connected to the bottom of the first motor 202 through a rotating shaft, and the drill rod 203 is of a spiral structure, and three third hinge plates 206 are hinged at equal intervals on the side wall of the baffle plate 201, and the bottoms of the three third hinge plates 206 are hinged with a retractable plate 205, and one end of the three retractable plates 205 is hinged with a support plate 204, and a first screw hole 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 gripping 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 retractable 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 installation of the anti-slip piles is relatively complex and mostly uneven, the height of the drill rod 203 on the gripping component 2 is adjusted, and then the opening and closing angles of the three retracting plates 205 on the support plate 204 are adjusted, so that the retracting 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 retracting plates 205 on the gripping component 2 to squeeze the ground, making the geology for installing the anti-slip piles more solid, which is further beneficial for the anti-slip piles to better reinforce the geological areas prone to landslides. At the same time, since a single anti-slip pile can only fix a small local area where the geology is prone to landslides, the single anti-slip pile is subjected to a large force. When a landslide occurs in the geology, the anti-slip piles cannot work better with each other.

[0040] In an optional implementation of the embodiment of the present invention, a shell 301 is provided on one side of the adjustment component 3, and one side of the shell 301 is connected to the wall plate 107 by bolts. The shell 301 is a frame structure and the middle of the shell 301 is hollow. A second motor 302 is installed at one end of the middle of the shell 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 at both upper and lower ends of one side of the shell 301, and two first sliders 306 are connected to the two slide rails 304. The 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 adjusting 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 then 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 implementation 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 seat 403 through a rotating shaft, a second hydraulic cylinder 404 is hinged in the middle 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 hinged to a first baffle arm 406, the top of the first baffle arm 406 is hinged to a force arm 407, and a clamp arm 409 is arranged 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 with the support seat 403, and cooperates with the third motor 402 on the rotating clamping assembly 4 to drive the support seat 403 to rotate, so as to adjust 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, and the first blocking arm 406 drives the power arm 407 to move, so as to adjust the inclination angle of the fastening assembly 5 on the clamping arm 409, and two anti-slip piles with different installation angles can be clamped between the two fastening assemblies 5.

[0042] In an optional implementation of the embodiment of the present invention, the retaining ring 501 is in a cylindrical structure, and a slot is provided in the middle of the retaining ring 501, three locking units 502 are arranged at equal intervals between the two retaining rings 501, a second support plate 5021 is arranged 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, a third hydraulic rod 5023 is connected to the top of the third hydraulic cylinder 5022, a clamping seat 5024 is hingedly connected to 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 arranged on both sides of the clamping seat 5024. , a third baffle 5032 is provided at one end of the two shock-absorbing plates 5028, a movable plate 5025 is hinged between the two third baffles 5032, a tooth plate 5026 is provided on the outer wall of the movable plate 5025, and a rotating plate 5027 is hinged at the upper and lower ends of the movable plate 5025, and one end of the two rotating plates 5027 is hinged to the second support plate 5021, and 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 made stronger, and then 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 effect of the two anti-slip piles on the geological anti-landslide, but also avoids unnecessary damage to the anti-slip piles, further reducing unnecessary economic losses.

[0043] In an optional implementation 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, 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, one end of the second spring 5031 is welded to the third baffle 5032, and a slide bar 5030 is provided in the middle of one end of the third baffle 5032. 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 plate 5032 move different distances under the elastic action of the spring 5031, which is not only beneficial for the tooth plate 5026 on the movable plate 5025 to have a larger contact area with 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 is tilted.

[0044] First, the anti-slip pile reinforcement device is transferred between two anti-slip piles, and the first motors 202 on the four gripping components 2 are turned on, 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 retractable plates 205 on the support plate 204 are adjusted to drill the drill rod 203 into the ground, and the bottom groove 101 on the lifting component 1 is fixed to the ground, and the first motors 202 on the four gripping components 2 are turned on, 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 retractable plates 205 on the support plate 204 are adjusted to drill the drill rod 203 into the ground. 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, the height of the drill rod 203 on the gripping component 2 is adjusted, and then the opening and closing angles of the three retracting plates 205 on the supporting plate 204 are adjusted, so that the retracting plates 205 are in closer contact with the ground, which not only ensures that the anti-slip pile reinforcement device is more stable when used, but also helps the several retracting plates 205 on the gripping component 2 to squeeze the ground, making the geology where the anti-slip pile is installed 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 rod 109 is driven to move by the first hydraulic cylinder 108 on the lifting component 1, 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 slideways 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 slideways 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 component 5, so as to facilitate the movement of the two fastening components 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, and secondly, by turning on the second motor 302 on the adjusting component 3, the second motor 302 drives the lead screw 303 to rotate, and the lead screw 303 is rotated. The lever 303 drives the two second sliders 307 to adjust the distance between the two first baffles 305, and then adjusts the distance between the fastening components 5 on the two rotating clamping components 4, and then adjusts the distance between the fastening components 5 on the two rotating clamping components 4, which is conducive to clamping the anti-slip piles of two different distances on the two fastening components 5. The lifting component 1, the adjustment component 3 and the rotating clamping component 4 cooperate with the two fastening components 5 to make the movement area of ​​the two fastening components 5 larger. For some anti-slip piles with more complex installation positions, the two fastening components 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 effect of using wooden piles to prevent landslides 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.

[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 the angles of the two fastening assemblies 5 are adjusted. 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, and the first blocking arm 406 drives the power arm 407 to move, and the inclination angle of the fastening assembly 5 on the clamping arm 409 is adjusted. Two anti-slip piles with different installation angles can be clamped between the two fastening assemblies 5, and the two anti-slip piles with different installation angles can be clamped between the two fastening assemblies 5. When the lifting assembly 1 is used, 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 plates 5025 on the two damping 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. Since a single anti-slip pile can only be used for a small local area prone to landslides, The anti-slip piles are fixed, resulting in a large force on a single anti-slip pile. When a landslide occurs in the geology, the anti-slip piles cannot work better with each other. 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 made stronger, and then when a landslide occurs in a certain place, the pressure can be better dispersed between the anti-slip piles, which is not only beneficial to the better effect of the two anti-slip piles on the geological anti-landslide, but also avoids unnecessary damage to the anti-slip piles, further reducing unnecessary economic losses. At the same time, by arranging shock-absorbing plates 5028 on both sides of the movable plate 5025, the sliding rod 5030, under the elastic action of the spring 5031, makes the third baffle 5032 move at different distances, which is not only beneficial to a larger contact area between the tooth plate 5026 on the movable plate 5025 and the anti-slip pile, but also makes the tooth plates 5026 on the three locking units 502 fix the anti-slip pile more stably, and when the anti-slip pile is tilted, 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 only used to help explain the present invention. The preferred embodiments do not describe all the details in detail, nor do they limit the invention to only specific implementation methods. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the present invention, so that those skilled in the art can understand and use the present invention well. 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); the bottom of the lifting component (1) is provided with a bottom groove (101); the bottom of the four corners of the bottom groove (101) are provided with gripping components (2); one side of the top of the lifting component (1) is provided with a wall plate (107); the adjusting component (3) is arranged on one side of the wall plate (107); both sides of one side of the adjusting component (3) are provided with first baffles (305); the two rotating clamping components (4) are respectively arranged on one side of the two first baffles (305); a clamping arm (409) is arranged at one end of the top of the rotating clamping component (4); the two fastening components (5) are respectively arranged between the two clamping arms (409); and the upper and lower ends of the fastening component (5) are connected to baffle rings (501) through a plurality of vertical plates.

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 groove (101), and slideways (102) are welded on both side walls of the middle of the bottom groove (101) opposite to each other, one end of each of the two slideways (102) is hinged with a first hinge plate (103), and the middle of each of the two first hinge plates (103) is hinged with a second hinge plate (104), and rollers (110) are provided at the tops of the two first hinge plates (103) and the bottoms of the two second hinge plates (104), and the rollers (110) at the bottoms of the two second hinge plates (104) are respectively connected to the two slideways (102) on the bottom groove (101), and support rods (111) are provided on both sides of the bottoms of the two second hinge plates (104), and a first hydraulic cylinder (108) is provided on one side of the middle of the bottom groove (101), and 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 is characterized in that: One end of the top of the two second hinged plates (104) is hinged with a slideway (102), the two rollers (110) on the top of the two first hinged plates (103) are respectively connected to the two slideways (102) on the top of the two second hinged plates (104), both ends of one side of the two slideways (102) hinged on the top of the two second hinged plates (104) are welded with blocking rods (105), 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 plate (107).

4. The anti-slide pile reinforcement device for geological landslide control according to claim 1, characterized in that: A baffle (201) is arranged 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). 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). The bottoms of the three third hinge plates (206) are hinged with a contraction plate (205). One end of the three contraction plates (205) is hinged with a support plate (204). A first screw hole matching the drill rod (203) is arranged in the middle of the support plate (204).

5. The anti-slide pile reinforcement device for geological landslide control according to claim 1, characterized in that: A housing (301) is provided on one side of the adjustment component (3). 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 of the housing (301) is hollow. A second motor (302) is installed at one end of the middle of the housing (301). One end of the second motor (302) is movably connected to a lead screw (303) via a rotating shaft. Slide rails (304) are welded at both upper and lower ends of one side of the housing (301). 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). Second screw holes matching the lead screw (303) are provided on the two second sliders (307).

6. The anti-slide pile reinforcement device for geological landslide control according to claim 1, characterized in that: A first support plate (401) is provided at the bottom of the rotating clamping assembly (4), and 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), and the top of the third motor (402) is movably connected to a support seat (403) via a rotating shaft.

7. The anti-slide pile reinforcement device for geological landslide control according to claim 6, characterized in that: A second hydraulic cylinder (404) is hingedly connected to the middle part of one side of the top end 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 arranged 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).

8. The anti-slide pile reinforcement device for geological landslide control according to claim 1, characterized in that: The retaining ring (501) is in a cylindrical structure, and a slot is arranged in the middle of the retaining ring (501). Three locking units (502) are arranged at equal intervals between the two retaining rings (501). A second support plate (5021) is arranged 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). A third hydraulic rod (5023) is connected to the top of the third hydraulic cylinder (5022). A clamping seat (5024) is hingedly connected to the top of the third hydraulic rod (5023). The second support plate (5 021) is provided with a first groove on one side, 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 the two shock-absorbing plates (5028) are provided with a third baffle plate (5032), a movable plate (5025) is hinged between the two third baffle plates (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 the upper and lower ends of the movable plate (5025), and one end of the two rotating plates (5027) is hinged to the second support plate (5021).

9. The anti-slide pile reinforcement device for geological landslide control according to claim 8, 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 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), 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 opened in the middle of one end of the third baffle (5032).

10. An anti-slide pile reinforcement device for geological landslide control according to any one of claims 1 to 9, characterized in that: The method for using the anti-slip pile reinforcement device of the spreader specifically comprises 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 the two rollers (110) on the two first hinge plates (103) connected to the two rollers (110) are adjusted. The height of the slideway (102) is adjusted, and then the height of the top plate (106) arranged on the top of the four baffles (105) is adjusted, so as to adjust the height of the fastening assembly (5). Secondly, by turning on the second motor (302) on the adjusting 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), so as to adjust 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). Secondly, the second hydraulic rod (405) is mobilized to move through 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). At the same time, in cooperation with the lifting assembly (1), two adjacent anti-skid 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-skid piles are clamped between the tooth plates (5026) on the side walls of the three movable plates (5025) for fixing.

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