CN220538631U - Anchor device for landslide prevention and control - Google Patents

Anchor device for landslide prevention and control Download PDF

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Publication number
CN220538631U
CN220538631U CN202322045388.4U CN202322045388U CN220538631U CN 220538631 U CN220538631 U CN 220538631U CN 202322045388 U CN202322045388 U CN 202322045388U CN 220538631 U CN220538631 U CN 220538631U
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China
Prior art keywords
extrusion
fixedly connected
sides
wall
main shell
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CN202322045388.4U
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Chinese (zh)
Inventor
陈德斌
王双成
杨飞飞
付晶
刘涛
杨瑞刚
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Xinjiang Huaguang Geological Survey Co ltd
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Xinjiang Huaguang Geological Survey Co ltd
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Publication of CN220538631U publication Critical patent/CN220538631U/en
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Abstract

The utility model discloses an anchor device for landslide prevention, which comprises a main shell, wherein clamping grooves are formed below the outer walls of two sides of the main shell, through grooves are formed in the inner walls of the clamping grooves in a penetrating manner, shielding assemblies are arranged below the outer walls of two sides of the main shell, mounting assemblies are fixedly connected above the front end face and the rear end face of the main shell, bearing assemblies are arranged on two sides of the inside of the main shell, extrusion assemblies are fixedly connected below the outer walls of two sides of the bearing assemblies, each extrusion assembly comprises an extrusion shell fixedly connected below the outer walls of the bearing assemblies, extrusion plates are connected to the inner walls of the extrusion shells in a sliding manner, when the extrusion shells and extrusion blocks can outwards extend through the through grooves, the extrusion shells and the extrusion blocks can be extruded in soil and stones of a landslide under extrusion of the clamping blocks, the contact area between the anchor device and the landslide is increased, and the stability of the anchor device can be reinforced.

Description

Anchor device for landslide prevention and control
Technical Field
The utility model belongs to the technical field of landslide control, and particularly relates to an anchoring device for landslide control.
Background
The formation of landslide is caused easily under the washing away of rainwater, and current anchor is through the depths of stock intubate slope to this makes the soil and stone on every side inseparabler, thereby reduces the probability that the landslide condition takes place, but the structure of stock is comparatively single, and the stock has the risk of shifting under external force effects such as wind-force, striking and rainwater washing away.
The present utility model has been made in view of this.
Disclosure of Invention
In order to solve the technical problems, the utility model adopts the basic conception of the technical scheme that:
the utility model provides an anchor of landslide prevention and cure, including the main casing, the draw-in groove has been seted up to main casing both sides outer wall below, link up on the inner wall of draw-in groove and seted up logical groove, still including setting up the shielding component in main casing both sides outer wall below, the top fixedly connected with installation component of terminal surface around the main casing, the inside both sides of main casing all are provided with the carrier assembly, both sides carrier assembly both sides outer wall below all fixedly connected with extrusion subassembly, the extrusion subassembly includes the extrusion casing of fixed connection in carrier assembly outside outer wall below, sliding connection has the stripper plate on the inner wall of extrusion casing, be rectangular array fixedly connected with spring's one end on the outer wall of one side of stripper plate, the other end fixedly connected with extrusion piece on the outer wall of stripper plate opposite side on the inner wall of extrusion casing one side.
The shielding assembly comprises a shielding plate which is clamped on the inner wall of the clamping groove, hinges are fixedly connected to the front and rear sides of the lower portion of the outer wall of the outer side of the shielding plate, and the lower portion of the outer wall of the hinge is fixedly connected to the lower portions of the outer walls of the two sides of the main shell.
The bearing assembly comprises arc bearing plates arranged on the inner walls of the two sides of the main shell, a sliding groove is formed in the outer wall of the inner side of the arc bearing plates, and the inner wall of the sliding groove is connected with the clamping assembly in a sliding manner.
The joint subassembly includes the joint piece of sliding connection on the spout inner wall, and the last surface fixedly connected with connecting rod of joint piece, the last surface fixedly connected with roof of connecting rod.
The installation component includes the L type fixed plate of fixed connection in terminal surface top around the main casing, has the erection column on the inner wall of L type fixed plate upper surface.
The extrusion housing on the extrusion assembly can pass through the inside of the through groove.
Compared with the prior art, the utility model has the following beneficial effects:
according to the anchor device for landslide prevention, through the arrangement of the extrusion assembly, when the extrusion shell and the extrusion block can extend outwards through the through groove, the extrusion shell and the extrusion block can be extruded into soil and stones of a slope under the extrusion of the clamping block, so that the contact area between the anchor device and the slope is increased, and the stability of the anchor device can be reinforced.
The following describes the embodiments of the present utility model in further detail with reference to the accompanying drawings.
Drawings
In the drawings:
FIG. 1 is a schematic diagram of an anchor device for landslide control;
FIG. 2 is a schematic view of a construction of an anchor device for landslide control with a clip assembly removed;
FIG. 3 is a schematic view of the main housing structure;
FIG. 4 is a schematic view in partial cross-section of a compression assembly;
FIG. 5 is a schematic view of a shielding assembly;
FIG. 6 is a schematic view of a carrier assembly;
FIG. 7 is a schematic view of a structure of a clamping assembly;
fig. 8 is a schematic view of a mounting assembly.
In the figure: 11. a main housing; 12. a clamping groove; 13. a through groove; 2. an extrusion assembly; 21. extruding the shell; 22. a spring; 23. an extrusion plate; 24. extruding a block; 3. a shielding assembly; 31. a shielding plate; 32. a hinge; 4. a carrier assembly; 41. an arc-shaped bearing plate; 42. a chute; 5. a clamping assembly; 51. a top plate; 52. a connecting rod; 53. a clamping block; 6. a mounting assembly; 61. an L-shaped fixing plate; 62. and (5) mounting a column.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions in the embodiments will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and the following embodiments are used to illustrate the present utility model.
As shown in fig. 1 to 8, an anchor device for landslide prevention comprises a main housing 11, a clamping groove 12 is arranged below the outer walls of the two sides of the main housing 11, a through groove 13 is arranged on the inner wall of the clamping groove 12 in a penetrating way, a shielding component 3 is arranged below the outer walls of the two sides of the main housing 11, a mounting component 6 is fixedly connected above the front end face and the rear end face of the main housing 11, bearing components 4 are arranged on the two sides of the inner part of the main housing 11, an extrusion component 2 is fixedly connected below the outer walls of the two sides of the bearing components 4, the extrusion component 2 comprises an extrusion housing 21 fixedly connected below the outer walls of the bearing components 4, the extrusion housing 21 can penetrate through the inside of the through groove 13, an extrusion plate 23 is slidingly connected on the inner wall of the extrusion housing 21, one end of a spring 22 is fixedly connected on the outer wall of one side of the extrusion plate 23 in a rectangular array, the other end fixed connection of spring 22 is on the inner wall of extrusion casing 21 one side, fixedly connected with extrusion piece 24 on the outer wall of extrusion board 23 opposite side, peg graft main casing 11 in the depths of slope when installing, until the laminating of L type fixed plate 61 stops pushing main casing 11 subaerial at the slope, when extrusion piece 24 moves to the inboard of logical groove 13, extrusion piece 24 can be under the resilience effect of spring 22 outside and remove, the extrusion piece 24 of removal can strut shielding plate 31, can drive extrusion casing 21 and extrusion piece 24 outside and remove when arc loading board 41 moves to both sides, and then can extrude extrusion casing 21 and extrusion piece 24 into the depths of earth and stone, and then consolidate the stability between anchor and the slope earth and stone.
What needs to be explained here is: when the pressing block 24 slides on the inner wall of the main housing 11, the spring 22 is in a state of being pressed and deformed.
The shielding assembly 3 comprises a shielding plate 31 which is clamped on the inner wall of the clamping groove 12, hinges 32 are fixedly connected to the front and rear sides of the lower portion of the outer wall of the outer side of the shielding plate 31, the lower portion of the outer wall of the hinges 32 is fixedly connected to the lower portion of the outer walls of the two sides of the main casing 11, and when the main casing 11 moves downwards, the shielding plate 31 is extruded and attached to the inner wall of the clamping groove 12 under the extrusion of earth and stones.
The bearing assembly 4 comprises arc bearing plates 41 placed on the inner walls of the two sides of the main shell 11, a sliding groove 42 is formed in the outer wall of the inner side of the arc bearing plates 41, the inner wall of the sliding groove 42 is connected with the clamping assembly 5 in a sliding manner, when the main shell 11 is inserted into the deep of a slope, the two arc bearing plates 41 are symmetrically placed in the main shell 11 and pushed downwards until the arc bearing plates 41 are pushed to the bottommost part of the inner wall of the main shell 11, and when the clamping blocks 53 are clamped into the inner part of the sliding groove 42, the clamping blocks 53 can move the arc bearing plates 41 on the two sides to the two sides;
what needs to be explained here is: when the arc-shaped loading plate 41 moves to the deepest portion of the bottom of the main housing 11, the pressing block 24 is located at a position inside the through groove 13.
The clamping assembly 5 comprises a clamping block 53 which is slidably connected to the inner wall of the chute 42, a connecting rod 52 is fixedly connected to the upper surface of the clamping block 53, a top plate 51 is fixedly connected to the upper surface of the connecting rod 52, when the extrusion block 24 extends to the inside of the through groove 13, the clamping block 53 is clamped into the chute 42, and the clamping block 53 is pressed downwards through the top plate 51 until the clamping block 53 moves to the deepest part of the chute 42.
The installation component 6 includes fixed connection in the L type fixed plate 61 of main casing 11 front and back terminal surface top, has pegged graft on the inner wall of L type fixed plate 61 upper surface and has installed post 62, and when L type fixed plate 61 laminating was at the surface on slope, pegged graft again the inside of carrying out slope soil stone with installing post 62 and fixed.

Claims (6)

1. An anchor device for landslide control, comprising:
a main shell (11), wherein clamping grooves (12) are formed below the outer walls of the two sides of the main shell (11), and through grooves (13) are formed on the inner walls of the clamping grooves (12) in a penetrating manner;
characterized by further comprising:
the shielding assemblies (3) are arranged below the outer walls of the two sides of the main shell (11), the installation assemblies (6) are fixedly connected above the front end face and the rear end face of the main shell (11), the bearing assemblies (4) are arranged on the two sides of the inside of the main shell (11), and the extrusion assemblies (2) are fixedly connected below the outer walls of the two sides of the bearing assemblies (4) on the two sides;
the extrusion assembly (2) comprises an extrusion shell (21) fixedly connected below the outer side outer wall of the bearing assembly (4), an extrusion plate (23) is connected to the inner wall of the extrusion shell (21) in a sliding mode, one end of a spring (22) is fixedly connected to the outer wall of one side of the extrusion plate (23) in a rectangular array mode, the other end of the spring (22) is fixedly connected to the inner wall of one side of the extrusion shell (21), and an extrusion block (24) is fixedly connected to the outer wall of the other side of the extrusion plate (23).
2. An anchoring device for landslide control according to claim 1, wherein the shielding assembly (3) comprises a shielding plate (31) clamped on the inner wall of the clamping groove (12), hinges (32) are fixedly connected to the front and rear sides below the outer wall of the outer side of the shielding plate (31), and the outer walls below the hinges (32) are fixedly connected to the lower sides of the outer walls of the two sides of the main shell (11).
3. The anchoring device for landslide control according to claim 1, wherein the bearing assembly (4) comprises arc bearing plates (41) arranged on the inner walls of the two sides of the main shell (11), sliding grooves (42) are formed in the outer walls of the inner sides of the arc bearing plates (41), and clamping assemblies (5) are connected to the inner walls of the sliding grooves (42) in a sliding mode.
4. An anchoring device for landslide control according to claim 3, wherein the clamping assembly (5) comprises a clamping block (53) which is connected on the inner wall of the chute (42) in a sliding manner, a connecting rod (52) is fixedly connected to the upper surface of the clamping block (53), and a top plate (51) is fixedly connected to the upper surface of the connecting rod (52).
5. The anchoring device for landslide control according to claim 1, wherein the mounting assembly (6) comprises an L-shaped fixing plate (61) fixedly connected above the front end face and the rear end face of the main shell (11), and mounting posts (62) are inserted on the inner wall of the upper surface of the L-shaped fixing plate (61).
6. An anchoring device for landslide control according to claim 1, characterized in that the squeeze casing (21) of the squeeze assembly (2) is passed through the inside of the through groove (13).
CN202322045388.4U 2023-07-31 2023-07-31 Anchor device for landslide prevention and control Active CN220538631U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322045388.4U CN220538631U (en) 2023-07-31 2023-07-31 Anchor device for landslide prevention and control

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322045388.4U CN220538631U (en) 2023-07-31 2023-07-31 Anchor device for landslide prevention and control

Publications (1)

Publication Number Publication Date
CN220538631U true CN220538631U (en) 2024-02-27

Family

ID=89966180

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322045388.4U Active CN220538631U (en) 2023-07-31 2023-07-31 Anchor device for landslide prevention and control

Country Status (1)

Country Link
CN (1) CN220538631U (en)

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