WO2020080964A1 - Ground anchor - Google Patents

Ground anchor Download PDF

Info

Publication number
WO2020080964A1
WO2020080964A1 PCT/PL2019/000004 PL2019000004W WO2020080964A1 WO 2020080964 A1 WO2020080964 A1 WO 2020080964A1 PL 2019000004 W PL2019000004 W PL 2019000004W WO 2020080964 A1 WO2020080964 A1 WO 2020080964A1
Authority
WO
WIPO (PCT)
Prior art keywords
head
anchor
anchoring
guides
ground anchor
Prior art date
Application number
PCT/PL2019/000004
Other languages
French (fr)
Inventor
Adam WÓJCIKOWSKI
Agnieszka SYCZEWSKA
Rafał WÓJCIKOWSKI
Original Assignee
Wojcikowski Adam
Syczewska Agnieszka
Wojcikowski Rafal
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 Wojcikowski Adam, Syczewska Agnieszka, Wojcikowski Rafal filed Critical Wojcikowski Adam
Priority to US17/286,744 priority Critical patent/US20210381188A1/en
Priority to CA3117013A priority patent/CA3117013A1/en
Publication of WO2020080964A1 publication Critical patent/WO2020080964A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/658Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing
    • E01F9/673Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing for holding sign posts or the like
    • E01F9/685Subsoil means, e.g. foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2207Sockets or holders for poles or posts not used
    • E04H12/2215Sockets or holders for poles or posts not used driven into the ground
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/009Footing elements for fence posts or fence sections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/02Wire fencing, e.g. made of wire mesh
    • E04H17/06Parts for wire fences
    • E04H17/08Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like

Definitions

  • ground anchors are used in building of engineering structures and are used to anchor in the ground of loaded structural elements in order to maintain their stability. They are used in particular for attaching building structures, fences, gates and other installations and devices that don’t require foundations to the ground.
  • Anchors with such a construction are generally indelible. It’s an injection type ground anchor whose anchoring element (support) in the ground is an elongated bond made of bonded cement paste, formed by filling with various injection techniques a previously made deep (20-30 m) round hole. During the injection in this bond is placed a tie. There are used rigid and rope tie. The length of such bond is from 6-10 m, and diameter depending on the type of soil, injection technique and diameter of the prepared hole from 20-50 cm. The load capacity of such an anchor is the resultant of the frictional size of the side of the bond (its side surface) with the surrounding soil. After being used - it is practically impossible to remove it from the ground. This can create big problems in the implementation of other deeply deposited objects in this area.
  • expansion anchors placed in previously made holes, where the clamp is obtained by increasing their diameter.
  • This type of anchor can be used in rock holes, especially in the mining industry. In both examples given above the force fixing the anchor in the hole is the resultant of the friction force.
  • anchor There is known anchor from patent specification US 1844273.
  • This anchor has a shaft and plates connected by joint with a coupling pin.
  • the plates are equipped with springs and arched elements used to open and fix it in the ground.
  • the anchor of this embodiment is of small size and is designed for anchoring of small parts and can withstand small loads.
  • the essence of the invention is a ground anchor having a head and anchoring elements in the form of pipes or rods, characterized that in the head of the anchor with a polygon or ellipse cross-section the upper part is open or closed having at least one hole with a head socket, it contains at least two anchoring elements in the form of pipes or rods, passing through at least two anchor head be placed at an angle to the vertical axis, and attached to the head of the anchor guides the anchoring element, where the guides of anchoring element have a hole or holes for blocking the anchoring element through which the screw or screws blocking the anchoring element passes through, and the head seat has a hole or openings for blocking the element fixed with self-tapping screws.
  • the anchor may have two guides of the anchoring element and two anchoring elements or three guides of the anchoring element and three anchoring elements or four guides of the anchoring element and four anchoring elements.
  • Cross-section of the head's seat can have the shape of a polygon or ellipse.
  • Cross-section of the guides of the anchoring element can also have the shape of a polygon or ellipse, in turn cross-section of the anchoring element can also have the shape of a polygon or ellipse.
  • the anchor according to the invention is capable of carrying any loads acting on the fixed element both in the vertical direction (pulling out of the ground, pressing into the ground) and forces acting at various angles (fixing extraction of masts, fruit ropes, fixing aircraft).
  • the anchor doesn't require any interference in the domestic soil, require drilling, curing or using any hardening materials (concrete, mortar, etc.).
  • fig. 1 presents an anchor with four guides in a general view
  • fig. 2 presents an anchor with four guides in a side view
  • fig. 3 presents an anchor with four guides in a plan view
  • fig. 4 presents an anchor with three guides in a general view
  • fig. 5 presents an anchor with three guides in a plan view
  • fig. 6 presents an anchor with two guides in a general view
  • fig. 7 presents an anchor with two guides in a plan view
  • fig. 8 presents an anchor for large loads or low load bearing land
  • fig. 9 presents an anchor with adapter and height adjustment
  • fig. 10 presents an anchor with a head for direct fixing of the fixed element.
  • figure elements 1 - fixed element, 2 - the lock screw height of the fixed element, 3 - guides of the anchoring element, 4 - hole for blocking the anchoring element, 5 - an anchor head, 6 - anchoring element, 7 - head socket, 8 - the lock screw of the anchoring element, 9 - hole for locking the fixed element, 10 - ground level, 11 - element for height adjustment, 12 - adapter for attaching fixed element.
  • the main element of the anchor is the anchor head 5, which is fixed in the ground by driving steel pipes or rods 6, passing through the guides 3 of the anchoring element 6 attached to the anchor head 5. These guides are placed at an angle to the vertical axis of the anchor head, allowing the force needed to move the entire anchor in any direction is multiplied.
  • a head socket 7 in which is fastened the fixed element 1 - e.g. a fence post, road sign, platform support, etc. (fig. 1).
  • the fixed element 1 can also be inserted directly into the anchor head - then the anchor head is not closed by the head socket (fig. 10).
  • the anchor element guides and the head seat are welded to the anchor head.
  • the guides have holes 4 for blocking, by means of the lock screw 8 the anchoring elements, the possibility of the head moving relative to the inserted anchoring elements (e.g. pipes) after setting the end position of the anchor. Allowing this, we have the possibility of very precise settings, e.g. the height of the fence post or the height of the platform, terrace, etc.
  • the anchor can be found in various sizes, number of guides, length of driven pipes.
  • the anchor head is made in a way that enables fixing a given type of structural element (e.g. for a square post for system fences or for a road sign).
  • the anchor head can also be made as a head with the option of mounting an additional adapter 12 for fixing of the fixed element.
  • an element 11 for adjusting the height e.g. a screw
  • the mounting level of the fixed element e.g. for attaching a wooden pole or for mounting the extraction rope. Due to the fact that only pipes (rods) passing through the guides are driven, no risk of damaging the anchor head or (what is more important) the fixed element is made at any time during the anchor assembly.
  • Fixed element inserted in the socket in the anchor head set roughly to the vertical and using a hammer or a special attachment for the rotary hammer we drive through the guides of the steel pipe head.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A ground anchor having a head and anchoring elements in the form of pipes or rods, wherein the ground anchor comprises an anchor head (5) which has a polygon or an ellipse cross-section, the upper part of which is open or closed with at least one opening having a head socket (7), said ground anchor contains at least two anchoring elements (6) in the form of pipes or rods passing through at least two at an angle to the vertical axis of the anchor head and anchoring element guides fixed to the anchor head (3) wherein the anchoring element guides have a hole or holes (4) for blocking the anchoring element through, wherein a screw or screws (8) lock the anchoring element passes and wherein the head socket (7) has a hole or holes (9) for locking the fastening element (1) with self-tapping screws (2).

Description

GROUND ANCHOR
The subject of the invention is a ground anchor for fixing elements in the ground. Ground anchors are used in building of engineering structures and are used to anchor in the ground of loaded structural elements in order to maintain their stability. They are used in particular for attaching building structures, fences, gates and other installations and devices that don’t require foundations to the ground.
There are anchors widely known and widely used which are embedded in previously made holes of the required depth and filled with mortar, mostly concrete. Anchors with such a construction are generally indelible. It’s an injection type ground anchor whose anchoring element (support) in the ground is an elongated bond made of bonded cement paste, formed by filling with various injection techniques a previously made deep (20-30 m) round hole. During the injection in this bond is placed a tie. There are used rigid and rope tie. The length of such bond is from 6-10 m, and diameter depending on the type of soil, injection technique and diameter of the prepared hole from 20-50 cm. The load capacity of such an anchor is the resultant of the frictional size of the side of the bond (its side surface) with the surrounding soil. After being used - it is practically impossible to remove it from the ground. This can create big problems in the implementation of other deeply deposited objects in this area.
There are also known expansion anchors, placed in previously made holes, where the clamp is obtained by increasing their diameter. This type of anchor can be used in rock holes, especially in the mining industry. In both examples given above the force fixing the anchor in the hole is the resultant of the friction force.
There are also known anchors, whose heads are equipped with elements in the form of properly shaped plates whose opening is forced by appropriate equipment, which allows their anchoring. This solution is described in the description US 1844273 where the anchor head is provided with two plates, which opening is forced by a flat spring. Another example is US 1606147 where properly shaped plates are opened by using a conical nut located on the threaded rod from the side of the anchor head. Another example is the description PL 199940 where it was applied specialized device for inserting and opening anchors in the ground. An undoubted advantage of this solution is the possibility to remove it and, in the absence of damage, install in a different location. In the presented examples the opening of the anchoring elements which are rotatably fastened plates, is forced by auxiliary elements and tools, such as springs, conical nuts and embedding devices. In each of these examples, it seems indispensable to drill holes in the ground before introducing the anchor.
There is known anchor from patent specification US 1844273. This anchor has a shaft and plates connected by joint with a coupling pin. The plates are equipped with springs and arched elements used to open and fix it in the ground. The anchor of this embodiment is of small size and is designed for anchoring of small parts and can withstand small loads.
The essence of the invention is a ground anchor having a head and anchoring elements in the form of pipes or rods, characterized that in the head of the anchor with a polygon or ellipse cross-section the upper part is open or closed having at least one hole with a head socket, it contains at least two anchoring elements in the form of pipes or rods, passing through at least two anchor head be placed at an angle to the vertical axis, and attached to the head of the anchor guides the anchoring element, where the guides of anchoring element have a hole or holes for blocking the anchoring element through which the screw or screws blocking the anchoring element passes through, and the head seat has a hole or openings for blocking the element fixed with self-tapping screws. The anchor may have two guides of the anchoring element and two anchoring elements or three guides of the anchoring element and three anchoring elements or four guides of the anchoring element and four anchoring elements. Cross-section of the head's seat can have the shape of a polygon or ellipse. Cross-section of the guides of the anchoring element can also have the shape of a polygon or ellipse, in turn cross-section of the anchoring element can also have the shape of a polygon or ellipse. Equally, in the head slot there is an element for height adjustment, is embedded an adapter for mounting the fastening element.
The anchor according to the invention is capable of carrying any loads acting on the fixed element both in the vertical direction (pulling out of the ground, pressing into the ground) and forces acting at various angles (fixing extraction of masts, fruit ropes, fixing aircraft). The anchor doesn't require any interference in the domestic soil, require drilling, curing or using any hardening materials (concrete, mortar, etc.).
The subject of the invention is shown in the drawing where fig. 1 presents an anchor with four guides in a general view, fig. 2 presents an anchor with four guides in a side view, fig. 3 presents an anchor with four guides in a plan view, fig. 4 presents an anchor with three guides in a general view, fig. 5 presents an anchor with three guides in a plan view, fig. 6 presents an anchor with two guides in a general view, fig. 7 presents an anchor with two guides in a plan view, fig. 8 presents an anchor for large loads or low load bearing land, fig. 9 presents an anchor with adapter and height adjustment, fig. 10 presents an anchor with a head for direct fixing of the fixed element. Designation of figure elements: 1 - fixed element, 2 - the lock screw height of the fixed element, 3 - guides of the anchoring element, 4 - hole for blocking the anchoring element, 5 - an anchor head, 6 - anchoring element, 7 - head socket, 8 - the lock screw of the anchoring element, 9 - hole for locking the fixed element, 10 - ground level, 11 - element for height adjustment, 12 - adapter for attaching fixed element.
The main element of the anchor is the anchor head 5, which is fixed in the ground by driving steel pipes or rods 6, passing through the guides 3 of the anchoring element 6 attached to the anchor head 5. These guides are placed at an angle to the vertical axis of the anchor head, allowing the force needed to move the entire anchor in any direction is multiplied. In the upper part of the anchor head there is also a head socket 7, in which is fastened the fixed element 1 - e.g. a fence post, road sign, platform support, etc. (fig. 1). The fixed element 1 can also be inserted directly into the anchor head - then the anchor head is not closed by the head socket (fig. 10). The anchor element guides and the head seat are welded to the anchor head. The guides have holes 4 for blocking, by means of the lock screw 8 the anchoring elements, the possibility of the head moving relative to the inserted anchoring elements (e.g. pipes) after setting the end position of the anchor. Allowing this, we have the possibility of very precise settings, e.g. the height of the fence post or the height of the platform, terrace, etc. Depending on the anticipated force needed to fix a given fixed element and the type of soil, the anchor can be found in various sizes, number of guides, length of driven pipes. The anchor head is made in a way that enables fixing a given type of structural element (e.g. for a square post for system fences or for a road sign). The anchor head can also be made as a head with the option of mounting an additional adapter 12 for fixing of the fixed element. In this case, is inserted into the head of the head 7 an element 11 for adjusting the height (e.g. a screw), which makes it possible to adjust the mounting level of the fixed element (e.g. for attaching a wooden pole or for mounting the extraction rope). Due to the fact that only pipes (rods) passing through the guides are driven, no risk of damaging the anchor head or (what is more important) the fixed element is made at any time during the anchor assembly. Fixed element inserted in the socket in the anchor head, set roughly to the vertical and using a hammer or a special attachment for the rotary hammer we drive through the guides of the steel pipe head. After sinking the pipes at full depth, we set the anchor exactly to the vertical and block the position of the head by screwing the appropriate number of self-tapping screws into the pipes through the holes in the head guides. Then insert or extend the fixed element in the head to the desired height and block its position by means of self-tapping screws screwed into the element through the hole in the head seat.

Claims

1. A ground anchor having a head and anchoring elements in the form of pipes or rods, characterized in that in the anchor head (5) with a polygon or an ellipse cross-section the upper part is open or closed with at least one opening having a head socket (7), contains at least two anchoring elements (6) in the form of pipes or rods passing through at least two at an angle to the vertical axis of the anchor head and anchoring element guides fixed to the anchor head (3) where the anchoring element guides have a hole or holes (4) for blocking the anchoring element through which the screw or screws (8) hat lock the anchoring element passes and the head seat (7) has a hole or holes (9) for locking the fastening element (1) with self-tapping screws (2).
2. The ground anchor according to reservation 1 is characterised by the fact that has two guides of the anchoring element and two anchoring elements.
3. The ground anchor according to reservation 1 is characterised by the fact that has three guides of the anchoring element and three anchoring elements.
4. The ground anchor according to reservation 1 is characterised by the fact that has four guides of the anchoring element and four anchoring elements.
5. The ground anchor according to reservation 1, 2, 3 or 4 is characterised by the fact that the cross-section of the head socket is in the shape of a polygon.
6. The ground anchor according to reservation 1, 2, 3 or 4 is characterised by the fact that the cross-section of the head socket is in the shape of an ellipse.
7. The ground anchor according to reservation 1, 2, 3, 4, 5 or 6 is characterised by the fact that the cross-section of the guides of the anchoring element is in the shape of a polygon.
8. The ground anchor according to reservation 1, 2, 3, 4, 5 or 6 is characterised by the fact that the cross-section of the guides of the anchoring element is in the shape of an ellipse.
9. The ground anchor according to reservation 1 , 2, 3, 4, 5 or 6 is characterised by the fact that the cross-section of the anchoring element is in the shape of a polygon.
10. The ground anchor according to reservation 1, 2, 3, 4, 5 or 6 is characterised by the fact that the cross-section of the anchoring element is in the shape of an ellipse.
11. The ground anchor according to reservation 1, 2, 3, 4, 5, 6, 7, 8, 9 or 10 is characterised by the fact that in the socket head (7) is an element for height adjustment (11) on which is mounted an adapter (12) for attaching fixed element (1).
PCT/PL2019/000004 2018-10-19 2019-01-07 Ground anchor WO2020080964A1 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US17/286,744 US20210381188A1 (en) 2018-10-19 2019-01-07 Ground Anchor
CA3117013A CA3117013A1 (en) 2018-10-19 2019-01-07 Ground anchor

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
PLP.427071 2018-10-19
PL427071A PL427071A1 (en) 2018-10-19 2018-10-19 Soil anchor

Publications (1)

Publication Number Publication Date
WO2020080964A1 true WO2020080964A1 (en) 2020-04-23

Family

ID=70281452

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/PL2019/000004 WO2020080964A1 (en) 2018-10-19 2019-01-07 Ground anchor

Country Status (4)

Country Link
US (1) US20210381188A1 (en)
CA (1) CA3117013A1 (en)
PL (1) PL427071A1 (en)
WO (1) WO2020080964A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022132549A1 (en) * 2020-12-14 2022-06-23 Dale Clayton Miller Micropile connection for supporting a vertical pile
US11828038B2 (en) 2020-07-10 2023-11-28 Dale Clayton Miller Pile connection for horizontally fixing an elongated beam for a foundation support system

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11879262B2 (en) * 2021-12-02 2024-01-23 Billy Centoni Fence erecting assembly
US11933014B2 (en) * 2022-05-02 2024-03-19 Gary Gale Reticulated driven micropile footing system
PL442443A1 (en) * 2022-10-04 2024-04-08 Łazur Zbigniew Ground anchor and how to use it

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1606147A (en) 1926-01-18 1926-11-09 Elmer K Cole Earth anchor device
US1844273A (en) 1929-07-31 1932-02-09 Benjamin F Colvin Anchor
PL199940A1 (en) 1977-07-29 1979-02-12 Polska Akademia Nauk Instytut METHOD OF TRANSPORTING AND OPTICAL SCANNING OF DOCUMENTS AND THE LAYOUT FOR USING THIS METHOD
US8561361B2 (en) * 2009-04-16 2013-10-22 Agostino Bauletti Anchoring system

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5104074A (en) * 1989-06-23 1992-04-14 Malloy James T Fence support
US5039256A (en) * 1990-03-15 1991-08-13 Richard Gagliano Pinned foundation system
US5395184A (en) * 1993-01-29 1995-03-07 Gagliano; Richard J. Structure load transfer systems
JP4335958B2 (en) * 2007-06-26 2009-09-30 ミロモックル産業株式会社 Simple foundation
ITMO20120265A1 (en) * 2012-10-31 2014-05-01 Guido Bardelli ANCHORING SYSTEM OF OBJECTS IN SOIL

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1606147A (en) 1926-01-18 1926-11-09 Elmer K Cole Earth anchor device
US1844273A (en) 1929-07-31 1932-02-09 Benjamin F Colvin Anchor
PL199940A1 (en) 1977-07-29 1979-02-12 Polska Akademia Nauk Instytut METHOD OF TRANSPORTING AND OPTICAL SCANNING OF DOCUMENTS AND THE LAYOUT FOR USING THIS METHOD
US8561361B2 (en) * 2009-04-16 2013-10-22 Agostino Bauletti Anchoring system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11828038B2 (en) 2020-07-10 2023-11-28 Dale Clayton Miller Pile connection for horizontally fixing an elongated beam for a foundation support system
WO2022132549A1 (en) * 2020-12-14 2022-06-23 Dale Clayton Miller Micropile connection for supporting a vertical pile
US11788246B2 (en) 2020-12-14 2023-10-17 Dale Clayton Miller Micropile connection for supporting a vertical pile

Also Published As

Publication number Publication date
US20210381188A1 (en) 2021-12-09
PL427071A1 (en) 2020-04-20
CA3117013A1 (en) 2020-04-23

Similar Documents

Publication Publication Date Title
US20210381188A1 (en) Ground Anchor
US7112012B2 (en) Piling apparatus and method of installation
US6474028B2 (en) Deadman ground-anchor
US7207149B2 (en) Anchor and method for reinforcing a structure
KR101133431B1 (en) Anchor for rock
EP2042659A1 (en) Post anchor
US9103090B2 (en) Methods and apparatuses of supporting and bracing a pole
KR20120021305A (en) Anchoring system
WO1993012312A1 (en) Ground anchors
EP3988717B1 (en) Pile or ground anchor for a structure
US9422741B1 (en) Ball field suspended fence post base support and post support with lateral support
KR101633289B1 (en) Head anchor device of micro pile and reinforced method of foundation concrete using the same
JP2002180472A (en) Construction method and device for stabilizing slope
KR101175112B1 (en) Multipurpose nailing anchor and construction method thereof
CN111733836B (en) Landslide lattice beam anchoring system and construction method thereof
EP1397562B1 (en) Ground anchorage apparatus
KR101595306B1 (en) Mechanical fixing earth anchor by rotation and method for constructing this same
CN115354671B (en) Anchor-pulling structure for in-situ reinforcement of dangerous rock
WO2007123668A2 (en) Roof bolt plate
RU2288325C1 (en) Screw pile
KR100776620B1 (en) Bar Type Anchor
CN207700705U (en) Muscle device is sent in a kind of beam bottom bar planting
CA2507344C (en) Explosive-activated ground anchor assembly
JP3813781B2 (en) Anchor device installation method
PL233707B1 (en) Ground anchor and method for setting anchors in the ground

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 19707138

Country of ref document: EP

Kind code of ref document: A1

ENP Entry into the national phase

Ref document number: 3117013

Country of ref document: CA

NENP Non-entry into the national phase

Ref country code: DE

ENP Entry into the national phase

Ref document number: 2019707138

Country of ref document: EP

Effective date: 20210519

122 Ep: pct application non-entry in european phase

Ref document number: 19707138

Country of ref document: EP

Kind code of ref document: A1