CN104912074B - A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure - Google Patents

A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure Download PDF

Info

Publication number
CN104912074B
CN104912074B CN201510335946.8A CN201510335946A CN104912074B CN 104912074 B CN104912074 B CN 104912074B CN 201510335946 A CN201510335946 A CN 201510335946A CN 104912074 B CN104912074 B CN 104912074B
Authority
CN
China
Prior art keywords
spike
impact
semi
anchor
guide rail
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
CN201510335946.8A
Other languages
Chinese (zh)
Other versions
CN104912074A (en
Inventor
张洪林
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.)
China MCC5 Group Corp Ltd
Original Assignee
China MCC5 Group Corp 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 China MCC5 Group Corp Ltd filed Critical China MCC5 Group Corp Ltd
Priority to CN201510335946.8A priority Critical patent/CN104912074B/en
Publication of CN104912074A publication Critical patent/CN104912074A/en
Application granted granted Critical
Publication of CN104912074B publication Critical patent/CN104912074B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention discloses a kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure, including anchor body (1) and impact tumbler (2), anchor body (1) includes spike (101), Screw Anchor leaf (102), blocker ring (3) and guide rail (4) it is additionally provided with on the perisporium of spike (101), guide rail (4) includes two along the axial guide groove (401) of spike (101), article two, guide groove (401) is symmetrical with the axle center of spike (101), impact tumbler (2) includes two semi-rings (201), the most threaded on the middle separated time of the external annulus of two semi-rings (201) have a bolt (202).The invention has the beneficial effects as follows: arrange guide rail with this device anchor, be barrier plate below guide rail, impact whirligig moves along the rail, thus impact stop not, and providing downward impulse force for spike, impact whirligig can be with turn spike, rotating while impact, facilitate spike enters ground.

Description

A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure
Technical field
The present invention relates to a kind of wire fixing device, especially relate to a kind of employing and rotate impact method and realize anchor body and enter the earth anchor drilling structure on ground.
Background technology
Earth anchor drilling also makes ground auger, earth anchor, screw anchor bore, earth anchor drilling is the fixed structure being commonly used to fixing dilatory rope, cable wind rope, hoist engine, leading block etc. in hoisting operation, earth anchor drilling can be divided into anchoring pile, anchor point, anchor ingot, dilatory hole, and earth anchor drilling typically does embedded part embedment underground with steel wire rope, steel pipe, reinforced concrete precast member, round log etc. and makes.Earth anchor drilling can not only be used for the instrument of provisional anchoring steel wire rope, it is possible to as permanent earth anchor professional tool and equipment.Existing earth anchor drilling is all in strip, and one end is tip, and the other end is draw ring, on that one end of tip, helical-blade being set, then that end of tip being hammered in ground, because there being the stop of helical-blade by rotation, earth anchor drilling is difficult to pull out from ground, then draw ring one end connecting steel wire ropes so that steel wire rope end head is fixed, but existing earth anchor drilling hammers into pretty troublesome, because staff is to hold earth anchor drilling to bore body, then rotate earth anchor drilling, the most arduously, also rotate and be difficult to.
Summary of the invention
It is an object of the invention to overcome the shortcoming and defect of above-mentioned prior art, it is provided that a kind of employing rotates impact method and realize anchor body and enter the earth anchor drilling structure on ground, solve existing earth anchor drilling when hammering in ground, the most laborious defect.
nullThe purpose of the present invention is achieved through the following technical solutions: a kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure,Including anchor body and impact tumbler,Described anchor body includes spike、Screw Anchor leaf,It is provided with helicla flute on the perisporium of spike,Its one end is tip,The other end is provided with draw ring,Screw Anchor leaf is circumferentially positioned at spike and sets acuminous one end,The hand of spiral of Screw Anchor leaf is consistent with helicla flute,Blocker ring and guide rail it is additionally provided with on the perisporium of spike,Blocker ring and guide rail are all located at above Screw Anchor leaf,And guide rail is positioned at the top of blocker ring,Guide rail includes two along the axial guide groove of spike,Article two, guide groove is symmetrical with the axle center of spike,Described impact tumbler includes two semi-rings,The side of two semi-rings is hinged,Opposite side is fixed by fasteners,Two semi-rings are combined into an annulus,The interior circular diameter of this annulus and the diametric fit of spike,The most threaded on the middle separated time of the external annulus of two semi-rings have a bolt,The head of two bolts is the most right,The size of bolt coordinates with guide groove.nullOn the spike perisporium of this device, helicla flute is set,Facilitate length and hammer into ground,Save the muscle power of staff,In impact tumbler,Two semi-rings encase spike,And be positioned at guide rail,Buckle fasteners,And make two bolts insert two guide grooves respectively,Catch two bolts,Can control to impact tumbler to move up and down,When striking blocker ring,I.e. there is an impact function,It is connected for fixing between blocker ring with spike,When after impact tumbler impact blocker ring,It is spike and provides a downward thrust,And when catching two bolts to rotate,Can turn spike,During so this device uses,Install impact tumbler,Then spike is downward,Go to impact blocker ring with impact tumbler,Impact is to the moment of blocker ring,It is rotated further by spike,I.e. spike is pushed down and rotates,Spike is made to be easy for having hammered in ground.
Further, above-mentioned bolt is positioned at the one end outside annulus and is provided with anti-slip rubber set, facilitates staff to hold bolt, it is therefore prevented that skid.
Further, above-mentioned fasteners includes the arc plate being movably connected on one of them semi-ring, and it is fixed on the buckle on another semi-ring, arc plate is provided with the groove coordinated with buckle, buckle is provided with screwed hole, arc of rotation plate, buckle insertion groove can be made, in screwed hole, screw in screw so that fix between buckle and arc plate, make to be formed between two semi-rings to fix, clamp spike.
The invention has the beneficial effects as follows: arrange guide rail with this device anchor, be barrier plate below guide rail, impact whirligig moves along the rail, thus impact barrier plate, and providing downward impulse force for spike, impact whirligig can be with turn spike, rotating while impact, facilitate spike enters ground.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment;
Fig. 2 is the structural representation of anchor body in embodiment;
Fig. 3 be in Fig. 2 A-A to sectional view;
Fig. 4 is the structural representation impacting tumbler in embodiment;
Fig. 5 is the structural representation of fasteners;
In figure, 1-anchor body, 2-impacts tumbler, 3-blocker ring, 4-guide rail, 5-fasteners, 101-spike, 102-Screw Anchor leaf, 103-tip, 104-draw ring, 105-helicla flute, 201-semi-ring, 202-bolt, 203-anti-slip rubber set, 401-guide groove, 501-arc plate, 502-buckle, 503-groove, 504-screwed hole.
Detailed description of the invention
Below in conjunction with embodiment, the present invention is described in further detail, but the structure of the present invention is not limited only to following example:
[embodiment]
nullAs Figure 1-5,A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure,Including anchor body 1 and impact tumbler 2,Described anchor body 1 includes spike 101、Screw Anchor leaf 102,Helicla flute 105 it is provided with on the perisporium of spike 101,Its one end is tip 103,The other end is provided with draw ring 104,Screw Anchor leaf 102 is circumferentially positioned at spike and is provided with one end of tip 103,The hand of spiral of Screw Anchor leaf 102 is consistent with helicla flute 105,Blocker ring 3 and guide rail 4 it is additionally provided with on the perisporium of spike 101,Blocker ring 3 and guide rail 4 are all located at above Screw Anchor leaf 102,And guide rail 4 is positioned at the top of blocker ring 3,Guide rail 4 includes two along the axial guide groove 401 of spike 101,Article two, guide groove 401 is symmetrical with the axle center of spike 101,Described impact tumbler 2 includes two semi-rings 201,The side of two semi-rings 201 is hinged,Opposite side is fixed by fasteners 5,Two semi-rings 201 are combined into an annulus,The interior circular diameter of this annulus and the diametric fit of spike 101,The most threaded on the middle separated time of the external annulus of two semi-rings 201 have a bolt 202,The head of two bolts 202 is the most right,The size of bolt 202 coordinates with guide groove 401.nullOn spike 101 perisporium of this device, helicla flute 105 is set,Facilitate spike 101 and enter ground,Save the muscle power of staff,In impact tumbler 2,Two semi-rings 201 encase spike 101,And be positioned at guide rail 4,Buckle fasteners 5,And make two bolts 202 insert two guide grooves 401 respectively,Catch two bolts 202,Can control to impact tumbler 2 to move up and down,When striking blocker ring 3,I.e. there is an impact function,It is connected for fixing between blocker ring 3 with spike 101,After impact tumbler 2 impacts blocker ring 3,It is spike 101 and provides a downward thrust,And when catching two bolts 202 to rotate,Can turn spike 101,During so this device uses,Install impact tumbler 2,Then spike 101 is downward,Go to impact blocker ring 3 with impact tumbler 2,Impact is to the moment of blocker ring 3,It is rotated further by spike 101,I.e. spike 101 is pushed down and rotates,Spike 101 is made to be easy for having hammered in ground.
In the present embodiment bolt 202 be positioned at the one end outside annulus be provided with anti-slip rubber set 203, facilitate staff to hold bolt 202, it is therefore prevented that skid.
In the present embodiment, fasteners 5 includes the arc plate 501 being movably connected on one of them semi-ring 201, and it is fixed on the buckle 502 on another semi-ring 201, the groove 503 coordinated with buckle 502 it is provided with on arc plate 501, it is provided with screwed hole 504, arc of rotation plate 501 on buckle 502, buckle 502 insertion groove 503 can be made, screw is screwed in screwed hole 504, make to fix between buckle 502 and arc plate 501 so that formed fixing between two semi-rings 201, clamp spike 101.

Claims (1)

  1. null1. one kind use rotate impact method realize anchor body enter ground earth anchor drilling structure,It is characterized in that: include anchor body (1) and impact tumbler (2),Described anchor body (1) includes spike (101)、Screw Anchor leaf (102),Helicla flute (105) it is provided with on the perisporium of spike (101),Its one end is tip (103),The other end is provided with draw ring (104),Screw Anchor leaf (102) is circumferentially positioned at spike and is provided with one end of tip (103),The hand of spiral of Screw Anchor leaf (102) is consistent with helicla flute (105),Blocker ring (3) and guide rail (4) it is additionally provided with on the perisporium of spike (101),Blocker ring (3) and guide rail (4) are all located at Screw Anchor leaf (102) top,And guide rail (4) is positioned at the top of blocker ring (3),Guide rail (4) includes two along the axial guide groove (401) of spike (101),Article two, guide groove (401) is symmetrical with the axle center of spike (101),Described impact tumbler (2) includes two semi-rings (201),The side of two semi-rings (201) is hinged,Opposite side is fixed by fasteners (5),Two semi-rings (201) are combined into an annulus,The interior circular diameter of this annulus and the diametric fit of spike (101),The most threaded on the middle separated time of the external annulus of two semi-rings (201) have a bolt (202),The head of two bolts (202) is the most right,The size of bolt (202) coordinates with guide groove (401),Two bolts (202) insert two guide grooves (401) respectively;
    Described bolt (202) is positioned at the one end outside annulus and is provided with anti-slip rubber set (203);
    Described fasteners (5) includes the arc plate (501) being movably connected on one of them semi-ring (201), and the buckle (502) being fixed on another semi-ring (201), the groove (503) coordinated with buckle (502) it is provided with on arc plate (501), screwed hole (504) it is provided with on buckle (502), arc of rotation plate (501), buckle (502) insertion groove (503) can be made, screw is screwed in so that fix between buckle (502) and arc plate (501) in screwed hole (504).
CN201510335946.8A 2015-06-17 2015-06-17 A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure Active CN104912074B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510335946.8A CN104912074B (en) 2015-06-17 2015-06-17 A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510335946.8A CN104912074B (en) 2015-06-17 2015-06-17 A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure

Publications (2)

Publication Number Publication Date
CN104912074A CN104912074A (en) 2015-09-16
CN104912074B true CN104912074B (en) 2016-09-07

Family

ID=54081479

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510335946.8A Active CN104912074B (en) 2015-06-17 2015-06-17 A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure

Country Status (1)

Country Link
CN (1) CN104912074B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106767681B (en) * 2016-11-21 2019-12-24 山东大学 Earth surface settlement monitoring device and method suitable for loess area
CN114045862B (en) * 2021-11-15 2023-04-07 内蒙古自治区林业科学研究院 Base suitable for sandy soil foundation

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5240353A (en) * 1992-11-25 1993-08-31 Ayala Research Corporation Anchor with deoperable screw
CN2299895Y (en) * 1997-05-14 1998-12-09 叶永田 Screw anchor device
CN101942837A (en) * 2010-09-26 2011-01-12 辽宁电力勘测设计院 Artificial drilling clamp
CN204690747U (en) * 2015-06-17 2015-10-07 中国五冶集团有限公司 One easily hammers into earth anchor drilling

Also Published As

Publication number Publication date
CN104912074A (en) 2015-09-16

Similar Documents

Publication Publication Date Title
US7407021B2 (en) Methods for the installation of earth anchors
CN208996024U (en) A kind of waterwork foundation pile structure
CN204690747U (en) One easily hammers into earth anchor drilling
CN111236872B (en) Directional rope core drill and drilling method thereof
CN104912074B (en) A kind of use rotate impact method realize anchor body enter ground earth anchor drilling structure
CN107663858A (en) The anchor cable and its application method of recovery can be unlocked
CN207244620U (en) Earth anchor drilling with automatic display function
CN111780637A (en) Deepwater blast hole charging device and charging method thereof
CN201321615Y (en) Pile engine
CN109607405A (en) A kind of ground connection pricker acts device
US7690430B1 (en) Well casing extraction accessories and method
CN109577327B (en) Grouting anti-pulling prestressed anchor rod device
CN204690748U (en) There is the earth anchor drilling of antitheft bulge-structure
CN203716905U (en) Wire line coring drill bit fisher
CN102447231B (en) Ground solder puller
RU2453678C1 (en) Grabbing tool for cable extraction
CN205135425U (en) Reamer bit
CN104895077B (en) Antitheft ground anchor drill for permanently anchoring
CN220378210U (en) Clamping drill processing device
CN201184208Y (en) Coal mine support anchor rod erector
US8734075B1 (en) Sheared pole butt removal tool
KR101489250B1 (en) a earth anchor assembly for removal type cable
CN212692707U (en) Deepwater blast hole charging device
CN206135173U (en) Device is extracted in open -air ground connection stake of oil
CN203547769U (en) Device for improving hole-forming efficiency and anchoring performance of anchor rod and anchor cable of roadway base plate

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant