CN216156555U - Anchoring device for preventing landslide geological disasters - Google Patents

Anchoring device for preventing landslide geological disasters Download PDF

Info

Publication number
CN216156555U
CN216156555U CN202122142326.6U CN202122142326U CN216156555U CN 216156555 U CN216156555 U CN 216156555U CN 202122142326 U CN202122142326 U CN 202122142326U CN 216156555 U CN216156555 U CN 216156555U
Authority
CN
China
Prior art keywords
piece
adjusting
plug connector
anchoring device
head
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202122142326.6U
Other languages
Chinese (zh)
Inventor
项文江
曹智昶
刘德成
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Geological And Mineral Exploration And Development Group Co ltd
Original Assignee
Beijing Geological And Mineral Exploration And Development Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Geological And Mineral Exploration And Development Group Co ltd filed Critical Beijing Geological And Mineral Exploration And Development Group Co ltd
Priority to CN202122142326.6U priority Critical patent/CN216156555U/en
Application granted granted Critical
Publication of CN216156555U publication Critical patent/CN216156555U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model relates to the technical field of anchoring devices and discloses an anchoring device for preventing landslide geological disasters, which comprises a plug connector, wherein an adjusting connecting piece is movably connected inside the plug connector, a pressurizing piece is connected inside the adjusting connecting piece in a threaded manner, a reinforcing piece is movably connected inside the plug connector, when the anchoring device is used, the connecting piece is inserted into soil firstly, then the adjusting connecting piece is rotated, so that the pressurizing piece is driven to descend through the adjusting connecting piece and extrude the reinforcing piece, the reinforcing piece is unfolded from the inside of the plug connector, and the unfolding angle is controlled by the pressurizing piece. This an anchoring device for preventing landslide geological disasters through setting up plug connector, adjusting connection spare, pressurization piece and reinforcement, when the plug connector inserted soil inside, rotates adjusting connection spare and controls the whereabouts of pressurization piece and exert pressure to the reinforcement to make the reinforcement expand, hoisting device's the intensity of snatching has reached the fixed more firm effect of promotion tensile strength.

Description

Anchoring device for preventing landslide geological disasters
Technical Field
The utility model relates to the technical field of anchoring devices, in particular to an anchoring device for preventing landslide geological disasters.
Background
The landslide is a natural phenomenon that soil or rock mass on a slope slides downwards along the slope integrally or dispersedly under the action of gravity along a certain weak surface or a weak zone under the influence of factors such as river scouring, underground water activity, rainwater immersion, earthquake, artificial slope cutting and the like.
Generally, in order to prevent landslide, a place where landslide is likely to occur is covered with a protective net acutely to avoid loosening the landslide, and an anchoring device is used when the protective net is fixed, but the conventional anchoring device is inserted into soil and is not re-reinforced, so that the tension capacity is insufficient.
There is a need for an anchoring device for preventing landslide geological hazards that solves the above-mentioned problem of insufficient tension capacity of the conventional anchoring device mentioned in the background.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Aiming at the defects of the prior art, the utility model provides the anchoring device for preventing landslide geological disasters, which has the advantages of firm fixation and the like and solves the problem that the traditional anchoring device is not firmly fixed in the background technology.
(II) technical scheme
In order to achieve the purpose, the utility model provides the following technical scheme: a anchor for preventing landslide geological disasters, including the plug connector, the inside swing joint of plug connector has the regulation connecting piece, the inside threaded connection of regulation connecting piece has the pressure piece, the inside swing joint of plug connector has the reinforcement.
When using, insert the soil inside with the connecting piece earlier, then rotate and adjust the connecting piece to drive the reinforcement that adds pressure through adjusting the connecting piece and descend and extrude, thereby make the reinforcement expand from the inside of plug connector, and the angle of expanding is controlled by adding pressure, has increased the ability of snatching of whole device, has improved the tensile ability of device.
Preferably, the plug connector comprises a main connecting rod, the bottom of the main connecting rod is fixedly connected with a conical head, and a connecting groove is formed in the outer surface of the conical head.
The conical head is inserted into the soil, the insertion depth is improved through the main connecting rod, and meanwhile the adjusting connecting piece is connected.
Preferably, the main connecting rod and the conical head are both hollow, a circular groove is formed in the main connecting rod, and the connecting groove penetrates through the conical head.
The main connecting rod and the conical head are hollow inside, so that the adjusting connecting piece and the pressurizing piece can move inside the main connecting rod.
Preferably, the adjusting connecting piece comprises an adjusting head, the outer surface of the adjusting head is fixedly connected with a connecting ring, the lower end of the adjusting head is fixedly connected with a threaded pipe, and the outer surface of the threaded pipe is fixedly connected with a limiting ring.
The threaded pipe is rotated by rotating the adjusting head, so that the lifting of the pressurizing piece is controlled through threads, the connecting ring is used for connecting the protective net, and the adjusting connecting piece is prevented from being separated from the plug connector through the limiting ring.
Preferably, the bottom of the adjusting head is in lap joint with the top of the main connecting rod, the interior of the threaded pipe is hollow, threads of the threaded pipe are located inside, the threaded pipe is inserted into the interior of the main connecting rod, the length of the threaded pipe is not more than half of the length of the main connecting rod, and the outer surface of the limiting ring is movably connected with the inner wall of the circular groove in the main connecting rod.
Preferably, the pressurizing part comprises a threaded rod, the lower end of the threaded rod is fixedly connected with a pressurizing head, and the outer surface of the pressurizing head is provided with a slope groove.
Through threaded rod and screwed pipe interact to drive and add the pressure head and go up and down, and control the angle that the reinforcement expandes through the sloping groove, hoisting device's the ability of snatching.
Preferably, the reinforcement includes the gusset plate, gusset plate both ends top fixedly connected with connecting axle, the back swing joint of gusset plate has the roller bearing, the gusset plate runs through the spread groove and extends to the inside of conical head, the gusset plate is trapezoidal, the back of gusset plate and the inside overlap joint in slope shape groove, the inner wall swing joint of connecting axle and spread groove, the surface of roller bearing and the inner wall overlap joint in slope shape groove.
The reinforcing member is extruded through the pressurizing member, so that the reinforcing plate is unfolded and embedded into the soil, the overall grabbing strength of the device is improved, and the anchoring device cannot play a corresponding effect when the soil is loose or the tensile force is large is avoided.
Compared with the prior art, the utility model provides the anchoring device for preventing landslide geological disasters, which has the following beneficial effects:
1. this an anchoring device for preventing landslide geological disasters through setting up plug connector, adjusting connection spare, pressurization piece and reinforcement, when the plug connector inserted soil inside, rotates adjusting connection spare and controls the whereabouts of pressurization piece and exert pressure to the reinforcement to make the reinforcement expand, hoisting device's the intensity of snatching has reached the fixed more firm effect of promotion tensile strength.
2. This an anchoring device for preventing landslide geological disasters through the surface fixed connection go-between at the regulation head, when carrying out the reinforcement, can rotate the regulation head through holding the go-between to connect the protection network that can be convenient through the go-between, reached convenient to use's effect.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of an adjusting connector according to the present invention;
FIG. 3 is a schematic view of the pressing member according to the present invention;
FIG. 4 is a schematic view of a reinforcement structure according to the present invention.
Wherein: 1. a plug-in unit; 101. a main connecting rod; 102. a conical head; 103. connecting grooves; 2. adjusting the connecting piece; 201. an adjustment head; 202. a connecting ring; 203. a threaded pipe; 204. a limiting ring; 3. a pressing member; 301. a threaded rod; 302. a pressurizing head; 303. a slope groove; 4. a reinforcement; 401. a reinforcing plate; 402. a connecting shaft; 403. and (4) rolling shafts.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the anchoring device for preventing landslide geological disasters includes a connector 1, an adjusting connector 2 movably connected to the inside of the connector 1, a pressurizing member 3 connected to the inside of the adjusting connector 2 by a screw thread, and a reinforcing member 4 movably connected to the inside of the connector 1.
Through above-mentioned technical scheme, set up plug connector 1, adjusting connection piece 2, add pressure member 3 and reinforcement 4, when plug connector 1 inserted soil inside, rotate adjusting connection piece 2 and control and add pressure member 3 whereabouts and exert pressure to reinforcement 4 to make reinforcement 4 expand, hoisting device's the intensity of snatching has reached the fixed more firm effect of promotion tensile strength.
Specifically, the plug connector 1 comprises a main connecting rod 101, a conical head 102 is fixedly connected to the bottom of the main connecting rod 101, and a connecting groove 103 is formed in the outer surface of the conical head 102.
Through the technical scheme, the conical head 102 is arranged, so that the device can be inserted into soil more conveniently, and the reinforcing member 4 is connected and stored through the connecting groove 103.
Specifically, the main connecting rod 101 and the conical head 102 are both hollow, a circular groove is formed in the main connecting rod 101, and the connecting groove 103 penetrates into the conical head 102.
With the above technical solution, the main connecting rod 101 and the conical head 102 are hollow, so that the adjusting link 2 and the pressure member 3 have a movable space, and the reinforcement member 4 can be received in the conical head 102 through the connecting groove 103.
Specifically, the adjusting connector 2 includes an adjusting head 201, a connecting ring 202 is fixedly connected to the outer surface of the adjusting head 201, a threaded pipe 203 is fixedly connected to the lower end of the adjusting head 201, and a limiting ring 204 is fixedly connected to the outer surface of the threaded pipe 203.
Through above-mentioned technical scheme, when rotating regulation head 201, regulation head 201 drives screwed pipe 203 and rotates to make screwed pipe 203 drive the function that adds pressure member 3 and realize going up and down under the effect of screw thread, and go-between 202 is used for conveniently rotating regulation head 201, and can fix the protection network, and spacing ring 204 is used for making screwed pipe 203 can be restricted in the inside of main connecting rod 101 and can not break away from.
Specifically, the bottom of adjusting head 201 overlaps with the top of main connecting rod 101, and the inside of screwed pipe 203 is cavity, and the screw thread of screwed pipe 203 is located inside, and screwed pipe 203 pegs graft in the inside of main connecting rod 101, and the length of screwed pipe 203 is no longer than half of main connecting rod 101 length, the surface of spacing ring 204 and the inside circular recess inner wall swing joint of main connecting rod 101.
Through the technical scheme, the hollow threaded pipe 203 can enable the pressurizing piece 3 to be inserted, the height of the pressurizing piece 3 can be adjusted by matching with threads, the length of the threaded pipe 203 is set, the pressurizing piece 3 can have a movable space, and the threaded pipe 203 can only rotate without being separated through the limiting ring 204.
Specifically, the pressing member 3 includes a threaded rod 301, a pressing head 302 is fixedly connected to a lower end of the threaded rod 301, and a tapered groove 303 is formed in an outer surface of the pressing head 302.
Through the technical scheme, the threaded rod 301 is matched with the threads inside the threaded pipe 203, so that the threaded rod 301 can be controlled to ascend and descend by rotating the threaded pipe 203, the reinforcing member 4 can be expanded by pressurizing the reinforcing member 4 through the slope-shaped groove 303 on the pressurizing head 302, and the threaded rod 301 is prevented from rotating along with the reinforcing member 4 by overlapping the slope-shaped groove 303 with the reinforcing member 4.
Specifically, the reinforcing member 4 comprises a reinforcing plate 401, connecting shafts 402 are fixedly connected to the tops of two ends of the reinforcing plate 401, a roller 403 is movably connected to the back of the reinforcing plate 401, the reinforcing plate 401 penetrates through the connecting grooves 103 and extends to the inside of the conical head 102, the reinforcing plate 401 is trapezoidal, the back of the reinforcing plate 401 is in lap joint with the inside of the slope-shaped groove 303, the connecting shafts 402 are movably connected with the inner walls of the connecting grooves 103, and the outer surfaces of the roller 403 are in lap joint with the inner walls of the slope-shaped groove 303.
Through the technical scheme, the trapezoidal reinforcing plate 401 can rotate by taking the connecting shaft 402 as a rotating shaft when being stressed, so that the knife edge surface of the reinforcing plate 401 is gradually inserted into soil to reinforce the device, the rolling shaft 403 is arranged, the friction force between the reinforcing plate and the pressurizing part 3 can be reduced, and the service life of the device is prolonged.
When using, insert plug connector 1 in the soil earlier, then rotate through go-between 202 and adjust head 201, make screwed pipe 203 rotate, thereby drive and the inside threaded connection of screwed pipe 203 see that threaded rod 301 descends, when threaded rod 301 descends, the gradual reinforcing plate 401 that pressurizes the sloping groove 303 on head 302 surface pressurizes, thereby make reinforcing plate 401 expand and imbed in the soil, promote the stress intensity of whole device, after fixed the completion, fix the protection network through go-between 202, cover the loss that soil reduces soil through the protection network and avoid the landslide to produce.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. A anchor for preventing landslide geological disasters, including plug connector (1), its characterized in that: the inside swing joint of plug connector (1) has adjusting connecting piece (2), the inside threaded connection of adjusting connecting piece (2) has pressurization piece (3), the inside swing joint of plug connector (1) has reinforcement (4).
2. Anchoring device for preventing landslide geological disasters according to claim 1, characterized in that: the plug connector (1) comprises a main connecting rod (101), a conical head (102) is fixedly connected to the bottom of the main connecting rod (101), and a connecting groove (103) is formed in the outer surface of the conical head (102).
3. Anchoring device for preventing landslide geological disasters according to claim 2, characterized in that: the inner parts of the main connecting rod (101) and the conical head (102) are both hollow, a circular groove is formed in the inner part of the main connecting rod (101), and the connecting groove (103) penetrates through the inner part of the conical head (102).
4. Anchoring device for preventing landslide geological disasters according to claim 1, characterized in that: the adjusting connecting piece (2) comprises an adjusting head (201), a connecting ring (202) is fixedly connected to the outer surface of the adjusting head (201), a threaded pipe (203) is fixedly connected to the lower end of the adjusting head (201), and a limiting ring (204) is fixedly connected to the outer surface of the threaded pipe (203).
5. Anchoring device for preventing landslide geological disasters according to claim 4, characterized in that: the bottom of the adjusting head (201) is in lap joint with the top of the main connecting rod (101), the interior of the threaded pipe (203) is hollow, the threads of the threaded pipe (203) are located inside, the threaded pipe (203) is inserted into the interior of the main connecting rod (101), the length of the threaded pipe (203) is not more than half of the length of the main connecting rod (101), and the outer surface of the limiting ring (204) is movably connected with the inner wall of a circular groove in the main connecting rod (101).
6. Anchoring device for preventing landslide geological disasters according to claim 1, characterized in that: the pressurization piece (3) comprises a threaded rod (301), a pressurization head (302) is fixedly connected to the lower end of the threaded rod (301), and a slope groove (303) is formed in the outer surface of the pressurization head (302).
7. Anchoring device for preventing landslide geological disasters according to claim 1, characterized in that: reinforcing member (4) include gusset plate (401), gusset plate (401) both ends top fixedly connected with connecting axle (402), the back swing joint of gusset plate (401) has roller bearing (403), gusset plate (401) run through spread groove (103) and extend to the inside of conical head (102), gusset plate (401) are trapezoidal, the back of gusset plate (401) and the inside overlap joint of sloping shape groove (303), the inner wall swing joint of connecting axle (402) and spread groove (103), the surface of roller bearing (403) and the inner wall overlap joint of sloping shape groove (303).
CN202122142326.6U 2021-09-06 2021-09-06 Anchoring device for preventing landslide geological disasters Active CN216156555U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122142326.6U CN216156555U (en) 2021-09-06 2021-09-06 Anchoring device for preventing landslide geological disasters

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122142326.6U CN216156555U (en) 2021-09-06 2021-09-06 Anchoring device for preventing landslide geological disasters

Publications (1)

Publication Number Publication Date
CN216156555U true CN216156555U (en) 2022-04-01

Family

ID=80842803

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122142326.6U Active CN216156555U (en) 2021-09-06 2021-09-06 Anchoring device for preventing landslide geological disasters

Country Status (1)

Country Link
CN (1) CN216156555U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115305911A (en) * 2022-07-14 2022-11-08 陕西理工大学 Anchoring device for preventing landslide geological disasters and use method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115305911A (en) * 2022-07-14 2022-11-08 陕西理工大学 Anchoring device for preventing landslide geological disasters and use method thereof
CN115305911B (en) * 2022-07-14 2024-03-08 陕西理工大学 Anchoring device for preventing landslide geological disasters and application method thereof

Similar Documents

Publication Publication Date Title
CN216156555U (en) Anchoring device for preventing landslide geological disasters
CN201172818Y (en) Pile of twist drill
CN210917344U (en) Anti-floating anchor rod
CN112078728B (en) Novel torpedo anchor based on bionics and construction method thereof
CN204959747U (en) Reaming type stock
CN1432091A (en) Anchor device
CN110158619A (en) A kind of side slope Anti-sliding stopping structure
CN107893665B (en) A kind of prefabricated assembled composite supporting construction mounting process based on fashioned iron
CN209457012U (en) A kind of building foundation foundation pit slight slope protective mooring rod
CN109113081A (en) Fabricated drainage prestress anti-slide pile structure and construction process thereof
CN209144790U (en) A kind of high-strength tubular pile
CN108612101A (en) Echelon grouting under pressure anchor pole and its construction method with water swelling block
CN113774907B (en) Hollow grouting anchor rod with conical enlarged head and construction method
CN104947663B (en) Special drive type umbrella-shaped anchor for rushing to deal with emergency as well as application method of anchor
CN201236338Y (en) Conical metal ground pile
CN104482007A (en) Pin-lift bonding anchor bolt
CN211230517U (en) Enlarged footing stock
CN109469055A (en) A kind of part pipe seam formula end expansion type energy-absorption anchor rod and its construction method
CN116591183A (en) Deep foundation pit diagonal bracing supporting structure with anti-floating function
CN110344868A (en) A kind of anchor pole bearing serious deformation-cable bolting system and application method
CN214194515U (en) Umbrella-shaped pressure grouting anchor rod
CN113550307A (en) Linkage type structure for improving pulling resistance of anchor rod and construction method
CN211621726U (en) Foundation ditch side slope support steel pipe soil nail pullout force detection device
CN209260727U (en) Fabricated drainage prestress slide-resistant pile structure
CN216194707U (en) Assembled stable in structure's building foundation reinforcing pile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant