Anti-slide pile for landslide control

Abstract

The utility model discloses an anti-slide pile for landslide treatment, which relates to the technical field of side slope treatment and comprises a pile body, the pile body is connected with a diagonal bracing component, and the pile body and the diagonal bracing component are both connected with two anchoring components. Through the arrangement of the pile body, the L-shaped clamping plates, the inclined supporting assemblies and the anchoring assemblies, the supporting angle of the inclined supporting assemblies to the pile body can be conveniently adjusted, meanwhile, the inclined supporting assemblies and the corresponding L-shaped clamping plates can form a tight supporting state after adjustment, and therefore the supporting device can be used for different inclined planes, the adjusting mode is convenient and fast, and the practicability is high. Therefore, the practical application effect is improved.

Description

Technical Field

[0001] The utility model relates to an anti-slide pile, in particular to an anti-slide pile for landslide treatment. Background Art

[0002] The role of anti-slide piles in landslides is to use the resistance of the piles inserted into the stable stratum below the sliding surface to balance the thrust of the sliding body and increase its stability. When the landslide slides down, it is resisted by the anti-slide piles, so that the sliding body in front of the piles reaches a stable state. Wood piles, steel piles, concrete and reinforced concrete piles are selected according to the thickness of the sliding body, the thrust size, waterproof requirements and construction conditions.

[0003] At present, there are still some defects and shortcomings in the use of anti-slide piles. The specific areas that need to be improved are as follows:

[0004] The existing anti-slip piles have relatively simple functions and do not have components for conveniently adjusting the support to cope with different inclined surfaces. In addition, the hydrophobicity of the anti-slip pile body is poor, which affects the anti-slip effect. Utility Model Content

[0005] The utility model aims to provide anti-slide piles for landslide control, so as to solve the problems raised in the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: an anti-slide pile for landslide control, comprising a pile body, wherein the pile body is connected to a diagonal brace assembly, wherein the pile body and the diagonal brace assembly are both connected to two anchor assemblies, wherein the pile body is arranged in an N-shape and the bottom surface is fixedly connected to a bottom plate, and two first insertion holes are provided on the bottom ends of the inner wall surfaces of the two first insertion holes, and a plurality of L-shaped clamping plates are fixedly connected to the rear side surface of the pile body.

[0007] As a preferred technical solution of the utility model, the multiple L-shaped pallets are divided into groups of two, and the two pallets in each group are symmetrically arranged, and the opposite sides of the multiple groups of L-shaped pallets are fixedly connected.

[0008] As a preferred technical solution of the utility model, the diagonal brace assembly includes a movable plate, the front end of the movable plate is movably connected to the lower end of the rear side surface of the pile body through a hinge seat, the rear side surface of the movable plate is fixedly connected to the anchor plate, and the anchor plate is provided with two penetrating second sockets, and the inner wall surfaces of the two second sockets are provided with two symmetrical second braking grooves.

[0009] As a preferred technical solution of the utility model, the rear end of the upper surface of the movable plate is movably connected to the lower end of the diagonal support plate through a hinge seat, the left and right ends of the upper surface of the diagonal support plate are respectively fixedly connected to the two side panels, the front ends of the two side panels are respectively fixedly connected to the two ends of the upper top shaft, and the opposite sides of the two side panels are respectively fixedly connected to the two fixed plates.

[0010] As a preferred technical solution of the utility model, the two fixed plates are fixedly connected to the upper ends of the two elastic members, respectively, the lower ends of the two elastic members are fixedly connected to the upper surfaces of the two rotating plates, respectively, the rear ends of the two rotating plates are fixedly connected to the two ends of the rotating shaft, respectively, the rotating shaft is rotatably connected to the upper side of the diagonal support plate through a bearing, and the front ends of the two rotating plates are fixedly connected to the two ends of the lower top shaft, respectively.

[0011] As a preferred technical solution of the utility model, the four anchor pulling assemblies all include anchor rods, the lower ends of the anchor rods are fixedly connected to two side support plates, the upper ends of the outer wall surfaces of the anchor rods are fixedly connected to two symmetrical clamping plates, the anchor rods are configured as a cylindrical hollow structure and the upper ends of the inner wall surfaces are threadedly connected to the spiral patterns on the outer wall surfaces of the reinforcement tubes through the set spiral patterns, and the upper ends of the outer wall surfaces of the reinforcement tubes are fixedly connected to two symmetrical turning plates.

[0012] As a preferred technical solution of the utility model, the anchor rod is adapted to the first socket or the second socket, and the two clamping plates are adapted to the two first rotation grooves in the same first socket or the two second braking grooves in the second socket respectively.

[0013] As a preferred technical solution of the utility model, a water seepage portion is provided on the anchor rod, and the water seepage portion is a plurality of circular holes opened and communicated with the interior of the anchor rod.

[0014] As a preferred technical solution of the utility model, the upper ends of the opposite sides of the two side plates of the pile body are respectively fixedly connected to two inclined expansion plates, and the upper ends of the front sides of the two side plates of the pile body are both arranged as inclined surfaces, and the two inclined surfaces are respectively in the same plane with the two expansion plates.

[0015] As a preferred technical solution of the utility model, a rectangular hole running through the front and back is opened at the lower end of the inner side plate of the pile body, and a wire mesh is fixedly connected in the rectangular hole.

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

[0017] The utility model provides a pile body, an L-shaped clamping plate, a diagonal brace assembly and an anchor pull assembly, so that the diagonal brace assembly can easily adjust the supporting angle of the pile body, and after adjustment, it can also form a tight supporting state with the corresponding L-shaped clamping plate, so that it can be used to cope with different inclined surfaces, and the adjustment method is relatively convenient, thereby improving its actual application effect.

[0018] 2. The utility model provides an anchor assembly and a steel wire mesh, so that after the pile body is installed and fixed, the water seepage part on the anchor assembly can easily seep out the water in the embedded soil layer and flow down through the steel wire mesh, so that the landslide of the fixed pile body caused by high water content can be avoided, and the anti-skid effect can be improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 This is a front view structural schematic diagram of the utility model;

[0020] Figure 2 It is a schematic diagram of the rear top view structure of the utility model;

[0021] Figure 3 This is a schematic diagram of the pile structure of the utility model;

[0022] Figure 4 This is a schematic diagram of the structure of the diagonal brace assembly of the utility model;

[0023] Figure 5 It is a schematic diagram of the structure of the anchor pull assembly of the utility model.

[0024] In the figure: 1 pile body, 11 expansion plate, 12 wire mesh, 13 first plug hole, 14 first brake groove, 15 L-shaped clamping plate, 2 diagonal support assembly, 21 movable plate, 22 anchor plate, 23 second plug hole, 24 second brake groove, 25 diagonal support plate, 26 side plate, 27 upper top shaft, 28 rotating shaft, 29 rotating plate, 210 lower top shaft, 211 elastic member, 212 fixed plate, 3 anchor pull assembly, 31 anchor rod, 32 water seepage part, 33 side support plate, 34 clamping plate, 35 reinforcement tube, 36 turn plate. DETAILED DESCRIPTION

[0025] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0026] See also Figure 1-5 The utility model provides a technical solution for anti-slide piles for landslide control: it includes a pile body 1, the pile body 1 is connected to a diagonal brace assembly 2, the pile body 1 and the diagonal brace assembly 2 are both connected to two anchor assemblies 3, the pile body 1 is arranged in an N-shaped shape and the bottom surface is fixedly connected to a bottom plate, and two first plug holes 13 are provided on the bottom plate, and two symmetrical first braking grooves 14 are provided on the upper ends of the inner wall surfaces of the two first plug holes 13, and a plurality of L-shaped clamping plates 15 are fixedly connected to the rear side surface of the pile body 1.

[0027] The multiple L-shaped card plates 15 are divided into groups of two and each group of two is symmetrically arranged. The opposite sides of the multiple groups of L-shaped card plates 15 are fixedly connected. Through the multiple groups of L-shaped card plates 15, the upper top shaft 27 and the lower top shaft 210 on the diagonal brace assembly 2 can be displaced, supported and fixed, so that the inclined support angle of the diagonal brace assembly 2 can be adjusted, thereby facilitating installation and use on different inclined surfaces.

[0028] The diagonal brace assembly 2 includes a movable plate 21, the front end of which is movably connected to the lower end of the rear side surface of the pile body 1 through a hinge seat, and the rear side surface of the movable plate 21 is fixedly connected to the anchor plate 22. The anchor plate 22 is provided with two penetrating second sockets 23, and the inner wall surfaces of the two second sockets 23 are provided with two symmetrical second braking grooves 24.

[0029] The rear end of the upper surface of the movable plate 21 is movably connected to the lower end of the diagonal support plate 25 through a hinge seat, the left and right ends of the upper surface of the diagonal support plate 25 are respectively fixedly connected to the two side panels 26, the front ends of the two side panels 26 are respectively fixedly connected to the two ends of the upper top shaft 27, and the opposite sides of the two side panels 26 are respectively fixedly connected to the two fixed plates 212.

[0030] The two fixed plates 212 are respectively fixedly connected to the upper ends of the two elastic members 211, and the lower ends of the two elastic members 211 are respectively fixedly connected to the upper surfaces of the two rotating plates 29. The rear ends of the two rotating plates 29 are respectively fixedly connected to the two ends of the rotating shaft 28. The rotating shaft 28 is rotatably connected to the upper side of the diagonal support plate 25 through a bearing. The front ends of the two rotating plates 29 are respectively fixedly connected to the two ends of the lower top shaft 210, which can pull the rotating plate 29 on the diagonal support assembly 2 to approach the side plate 26, so that the rotating plate 29 drives the lower top shaft 210 to approach the upper top shaft 27, and at the same time, the elastic member 211 is squeezed to generate elasticity, and then the adjacent upper top shaft 27 and lower top shaft 210 are embedded in the two symmetrical positions of the same group of L-shaped card plates 15, and then the rotating plate 29 is slowly loosened, so that the elastic member 211 pushes the lower top shaft 210 on the rotating plate 29 to move downward and embed into the lower L-shaped card plate 15 to form a clamping state. At the same time, the upper top shaft 27 is also affected by the elastic member 211 to slide upward and embed into the upper L-shaped card plate 15 to form a clamping state. In this way, the diagonal brace assembly 2 can be adjusted, so that the anchor plate 22 and the bottom surface of the pile body 1 are in a state of inclined support.

[0031] The four anchor pulling assemblies 3 all include an anchor rod 31, the lower end of which is fixedly connected to two side support plates 33, the upper end of the outer wall surface of the anchor rod 31 is fixedly connected to two symmetrical clamping plates 34, the anchor rod 31 is configured as a cylindrical hollow structure and the upper end of the inner wall surface is threadedly connected to the spiral pattern of the outer wall surface of the reinforcement tube 35 through the set spiral pattern, and the upper end of the outer wall surface of the reinforcement tube 35 is fixedly connected to two symmetrical turning plates 36.

[0032] The anchor rod 31 is compatible with the first socket 13 or the second socket 23, and the two clamping plates 34 are respectively compatible with the two first braking grooves 14 in the same first socket 13 or the two second braking grooves 24 in the second socket 23. The anchor rods 31 on the four anchoring assemblies 3 are respectively inserted into the landslide soil layer to be installed with the two first sockets 13 and the two second sockets 23 and rotated so that the side support plates 33 and the drilled holes form a clamping force anchor to fix them. At the same time, the two clamping plates 34 on the anchor rod 31 are respectively embedded and sleeved with the first braking groove 14 or the second braking groove 24, and then the reinforcement tube 35 is connected to the internal thread of the anchor rod 31. In this way, the pile body 1 can be fixed and installed.

[0033] The anchor rod 31 is provided with a water seepage portion 32, which is a plurality of circular holes opened and communicated with the inside of the anchor rod 31. The water in the soil layer can be seeped out through the water seepage portion 32, thereby avoiding the occurrence of landslides caused by excessive water content in the soil.

[0034] The upper ends of the opposite sides of the two side plates of the pile body 1 are fixedly connected to two inclined expansion plates 11, and the upper ends of the front sides of the two side plates of the pile body 1 are both arranged as inclined surfaces, and the two inclined surfaces are respectively in the same plane with the two expansion plates 11. By setting the expansion plates 11, the anti-skid interception range of the pile body 1 can be expanded, thereby improving its anti-skid interception effect.

[0035] A rectangular hole is provided at the lower end of the inner plate of the pile body 1, and a wire mesh 12 is fixedly connected inside the rectangular hole. The wire mesh 12 can intercept stones carried by rainwater when it flows downward, so that the stones will not continue to slide and cause impact, and will not affect the downward flow of water.

[0036] The operating steps of the utility model are:

[0037] The rotating plate 29 on the diagonal support assembly 2 can be pulled close to the side plate 26, so that the rotating plate 29 drives the lower top shaft 210 to approach the upper top shaft 27, and at the same time, the elastic member 211 is squeezed to generate elasticity, and then the upper top shaft 27 and the lower top shaft 210 that are close to each other are embedded in the two symmetrical positions of the same group of L-shaped card plates 15, and then the rotating plate 29 is slowly released, so that the elastic member 211 pushes the lower top shaft 210 on the rotating plate 29 to move downward and embed into the lower L-shaped card plate 15 to form a clamping state, and at the same time, the upper top shaft 27 is also affected by the elastic member 211 to slide upward and embed into the upper L-shaped card plate 15 The clamping state is formed, so that the diagonal support assembly 2 can be adjusted, so that the anchor plate 22 and the bottom surface of the pile body 1 are in an inclined support state, and then the anchor rods 31 on the four anchor pull assemblies 3 are respectively inserted into the landslide soil layer to be installed with the two first plug holes 13 and the two second plug holes 23 and rotated to form a clamping force anchor pull fixation with the drilled hole, and at the same time, the two clamping plates 34 on the anchor rod 31 are respectively embedded and sleeved with the first brake groove 14 or the second brake groove 24, and then the reinforcement tube 35 is connected with the internal thread of the anchor rod 31, so that the pile body 1 can be installed;

[0038] When it rains later, rainwater can wash and carry stones down and filter out large stones through the wire mesh 12, while water in the soil layer is discharged in time through the internal gaps of the water seepage part 32 and the anchor rod 31, thereby avoiding the occurrence of landslides caused by excessive water content in the soil.

[0039] In the description of the present invention, it is necessary to understand that the indicated orientation or positional relationship is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.

[0040] In the present invention, unless otherwise clearly stipulated and limited, for example, it can be a fixed connection, a detachable connection, or an integrated connection; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. Unless otherwise clearly defined, for ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to the specific circumstances.

[0041] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A landslide control anti-slide pile, comprising a pile body (1), characterized in that: The pile body (1) is connected to a diagonal brace assembly (2), and the pile body (1) and the diagonal brace assembly (2) are both connected to two anchor assemblies (3). The pile body (1) is arranged in an N-shaped shape and has a bottom plate fixedly connected to its bottom surface, and two first plug holes (13) are provided on the bottom plate, and two symmetrical first brake grooves (14) are provided on the upper ends of the inner wall surfaces of the two first plug holes (13). The rear side surface of the pile body (1) is fixedly connected to a plurality of L-shaped clamping plates (15).

2. The landslide control anti-slide pile according to claim 1, characterized in that: The plurality of L-shaped card plates (15) are divided into groups of two, and each group of two card plates is symmetrically arranged. The opposite sides of the plurality of groups of L-shaped card plates (15) are fixedly connected.

3. The landslide control anti-slide pile according to claim 1, characterized in that: The diagonal brace assembly (2) comprises a movable plate (21), the front end of the movable plate (21) being movably connected to the lower end of the rear side surface of the pile body (1) via a hinge seat, the rear side surface of the movable plate (21) being fixedly connected to an anchor plate (22), the anchor plate (22) being provided with two penetrating second insertion holes (23), and the inner wall surfaces of the two second insertion holes (23) being provided with two symmetrical second braking grooves (24).

4. The landslide control anti-slide pile according to claim 3, characterized in that: The rear end of the upper surface of the movable plate (21) is movably connected to the lower end of the diagonal support plate (25) via a hinge seat, the left and right ends of the upper surface of the diagonal support plate (25) are respectively fixedly connected to the two side plates (26), the front ends of the two side plates (26) are respectively fixedly connected to the two ends of the upper top shaft (27), and the opposite side surfaces of the two side plates (26) are respectively fixedly connected to the two fixed plates (212).

5. The landslide control anti-slide pile according to claim 4, characterized in that: The two fixed plates (212) are respectively fixedly connected to the upper ends of the two elastic members (211); the lower ends of the two elastic members (211) are respectively fixedly connected to the upper surfaces of the two rotating plates (29); the rear ends of the two rotating plates (29) are respectively fixedly connected to the two ends of the rotating shaft (28); the rotating shaft (28) is rotatably connected to the upper side of the diagonal support plate (25) via a bearing; and the front ends of the two rotating plates (29) are respectively fixedly connected to the two ends of the lower top shaft (210).

6. The landslide control anti-slide pile according to claim 1, characterized in that: The four anchor pulling assemblies (3) each comprise an anchor rod (31), the lower end of the anchor rod (31) being fixedly connected to two side support plates (33), the upper end of the outer wall surface of the anchor rod (31) being fixedly connected to two symmetrical clamping plates (34), the anchor rod (31) being arranged as a cylindrical hollow structure, the upper end of the inner wall surface being threadedly connected to the spiral pattern of the outer wall surface of the reinforcement tube (35) via a set spiral pattern, and the upper end of the outer wall surface of the reinforcement tube (35) being fixedly connected to two symmetrical turning plates (36).

7. The anti-slide pile for landslide control according to claim 6, characterized in that: The anchor rod (31) is compatible with the first plug hole (13) or the second plug hole (23), and the two clamping plates (34) are respectively compatible with the two first braking grooves (14) in the same first plug hole (13) or the two second braking grooves (24) in the second plug hole (23).

8. The landslide control anti-slide pile according to claim 6, characterized in that: The anchor rod (31) is provided with a water seepage portion (32), and the water seepage portion (32) is a plurality of circular holes that are opened and communicate with the interior of the anchor rod (31).

9. The landslide control anti-slide pile according to claim 1, characterized in that: The upper ends of the opposite sides of the two side plates of the pile body (1) are respectively fixedly connected to two inclined expansion plates (11), and the upper ends of the front sides of the two side plates of the pile body (1) are both arranged as inclined surfaces, and the two inclined surfaces are respectively in the same plane as the two expansion plates (11).

10. The landslide control anti-slide pile according to claim 1, characterized in that: A rectangular hole is provided at the lower end of the inner side plate of the pile body (1) and passes through from front to back, and a steel wire mesh (12) is fixedly connected in the rectangular hole.

Images