EP3417127A1 - Apparatus and method for fastening a composite pole to the ground - Google Patents

Apparatus and method for fastening a composite pole to the ground

Info

Publication number
EP3417127A1
EP3417127A1 EP17725370.5A EP17725370A EP3417127A1 EP 3417127 A1 EP3417127 A1 EP 3417127A1 EP 17725370 A EP17725370 A EP 17725370A EP 3417127 A1 EP3417127 A1 EP 3417127A1
Authority
EP
European Patent Office
Prior art keywords
fastening element
ground
fastening
slit
composite pole
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.)
Granted
Application number
EP17725370.5A
Other languages
German (de)
French (fr)
Other versions
EP3417127B1 (en
Inventor
Ole Gunnar Fjelde
Torbjørn FJELDE
Sigurd HÅBAKK
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.)
Comrod AS
Original Assignee
Comrod AS
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 Comrod AS filed Critical Comrod AS
Priority to PL17725370T priority Critical patent/PL3417127T3/en
Priority to SI201730460T priority patent/SI3417127T1/en
Publication of EP3417127A1 publication Critical patent/EP3417127A1/en
Application granted granted Critical
Publication of EP3417127B1 publication Critical patent/EP3417127B1/en
Priority to HRP20201502TT priority patent/HRP20201502T1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • 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
    • E04H12/223Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods
    • 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
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • 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
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts
    • E04H12/2253Mounting poles or posts to the holder
    • E04H12/2269Mounting poles or posts to the holder in a socket
    • 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
    • E04H12/2253Mounting poles or posts to the holder
    • E04H12/2276Clamping poles or posts on a stub
    • 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
    • E04H12/02Structures made of specified materials

Definitions

  • This invention relates to an apparatus for fastening a hollow composite pole to the ground where a slit formed opening is present in the ground.
  • the invention also relates to a method for fastening a hollow composite pole to the ground.
  • the column may be made from concrete and having reinforcement that extends into the ground.
  • the composite pole may be inserted over the column. If the column is made from concrete, it is necessary to bring the concrete to the position of the column often by use of a helicopter, or make concrete at the position of the column. Both methods comprises extra costs and work.
  • WO2004/101914 discloses a hollow pole that is drilled into a slit the ground.
  • the invention has for its object to remedy or to reduce at least one of the drawbacks of the prior art, or at least provide a useful alternative to prior art.
  • the invention relates more particularly to fastening element in accordance with claim 1.
  • the invention concerns having a slit-formed opening, preferably circular, in the ground, where a fastening element is positioned in the slit-formed opening.
  • the fastening element has a conical upper portion above the ground.
  • a hollow composite pole has a complementary conical inner portion at its lower end, and is positioned on and abutting the fastening element.
  • hollow means that the composite pole must have an inner opening, at least in the portion that is moved over the fastening element.
  • the slit formed opening may be circular and formed by drilling or hammering a body into the ground.
  • the fastening element may be equipped with drill elements at its lower end portion to enable the fastening element to be used as a drill.
  • the drill elements may comprise metal or ceramic material or combinations thereof.
  • the invention relates more particularly to a method for fastening a hollow composite pole to the ground in accordance with claim 6.
  • the method comprises fixing the fastening element to the ground, for instance by adhesive or a concrete based material.
  • the method may comprise making the slit formed opening by drilling into the ground.
  • the method may comprise making the slit formed opening by hammering the fastening element into the ground.
  • the method comprises providing the lower end portion of the fastening element with drill elements and drilling the fastening element into the ground.
  • the fastening element may be made from composite material or metal or combinations thereof.
  • the material on the inner side of the slit may be at least partly removed.
  • frost in the ground When drilling in soil or march, it may be advantageous to have frost in the ground to avoid movement in the ground during drilling.
  • Tests show that the drill or the fastening element must be aligned with the vertical axes prior to being moved into the ground.
  • the apparatus and method according to invention solves the problem of fastening a hollow composite pole to the ground in a relatively simple and cost effective way.
  • Fig. 1 shows a vertical section of a drill and a power drill during drilling of a slit formed opening in the ground according to the invention
  • Fig. 2 shows a vertical section of a composite pole that has been moved into the slit formed opening that was drilled by use of the drill in fig. 1 ;
  • Fig. 3 shows an embodiment where a fastening element has been moved into the slit formed opening that is drilled by the use of the drill shown in fig. 1 , and where the fastening element is fixed to the composite mast;
  • Fig. 4 shows another embodiment where the fastening element, at its lower portion, is equipped with drill bodies:
  • Fig. 5 shows a section IV-IV in fig. 4;
  • Fig. 6 shows in a larger scale a segment V-V in fig. 5 of the lower portion pf the fastening element and a drill body.
  • the reference numeral 1 denotes a drill that by the help of a power drill 2 is under displacement into the ground 4.
  • the ground 4 may constitute for example rock, soil, or march, alternatively combination thereof.
  • the power drill 2 is typically aligned and is fixed to the ground 4 or another suitable, not shown device. There after the power drill 2 that may be electrically or hydraulically driven, displaces the drill 1 into the ground 4 while rotating the drill 1. Thus, a slit formed opening 6 is formed in the ground 4. The drill 1 is then removed from the slit formed opening 6.
  • a composite pole 8 that has been moved into the slit formed opening 6 is shown in fig. 2. Additional fixing of the composite pole 8 to the ground 4 may be achieved by inserting grouting, fixing compound or other material (not shown) in between the composite pole 8 and the ground 4.
  • a sleeve formed fastening element 10 is positioned in the slit formed opening 6. Additional fixing of the fixing element 10 to the ground 4 may be carried out as described for the composite pole 8.
  • a composite pole 8 that is conical inside is placed about the fastening element 10 that has a conical upper portion 18, and moved against the fastening element until abutment is established.
  • the fixing element 10 may be forced into the ground 4 by hammering.
  • the fastening element 10 is by its lower end portion 12 equipped with several drill elements 14.
  • the section IV-IV in fig 5 shows a possible distribution of the drill elements 14 about the centre axis 16 of the fastening element 10.
  • the drill elements may be made from material from the fastening element 10 or constitute other materials that is fixed to the fastening element 10.
  • a typical drill element 14 is shown in fig. 6 where the drill element 14 that constitutes hard metal, is braced to the in use lover end portion lower end portion 12 of the fixing element
  • the fixing element 10 shown in fig. 4 is shown in two parts where in use an upper portion 18 that is fixed to the composite pole 8 is fixed to the in use lower portion 22 of the fixing element 10 by a flange connection 20.
  • the lower portion 22 is here drilled into the ground

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Foundations (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The invention relates to a fastening element (10) for fastening a hollow composite pole (8) to the ground (4) at a location where a slit-formed opening (6) is present in the ground (4), wherein the fastening element (10) has a lower end portion (12) that is configured for being positioned in the slit-formed opening (6), wherein a conical portion of the composite pole (8) is abutting a conical upper portion (18) of the fastening element (10). The invention also relates to a method for fastening a hollow composite pole (8) to the ground (4).

Description

APPARATUS AND METHOD FOR FASTENING A COMPOSITE POLE TO THE
GROUND
FIELD OF THE INVENTION
This invention relates to an apparatus for fastening a hollow composite pole to the ground where a slit formed opening is present in the ground. The invention also relates to a method for fastening a hollow composite pole to the ground.
BACKGROUND OF THE INVENTION
It is known to fasten composite poles in the ground by excavating a recess, and thereafter positioning the composite pole in the recess and fill in around the pole. Regarding poles for overhead power lines, such a method will often involve relatively large environmental damage, particularly when a recess is made in rock. When fastening poles by use of said method, frost damage may occur due insufficient draining.
It is also known to mount a composite pole to a column raised from the ground. The column may be made from concrete and having reinforcement that extends into the ground. The composite pole may be inserted over the column. If the column is made from concrete, it is necessary to bring the concrete to the position of the column often by use of a helicopter, or make concrete at the position of the column. Both methods comprises extra costs and work.
WO2004/101914 discloses a hollow pole that is drilled into a slit the ground.
Documents EP191 1912A2, WO2004/101914A1 , GB244441 1 and GB2429229A show other solutions from the prior art. SUMMARY OF THE INVENTION
The invention has for its object to remedy or to reduce at least one of the drawbacks of the prior art, or at least provide a useful alternative to prior art.
The object is achieved through features, which are specified in the description below and in the claims that follow.
The invention is defined by the independent patent claims. The dependent claims define advantageous embodiments of the invention.
In a first aspect, the invention relates more particularly to fastening element in accordance with claim 1.
The invention concerns having a slit-formed opening, preferably circular, in the ground, where a fastening element is positioned in the slit-formed opening. The fastening element has a conical upper portion above the ground. A hollow composite pole, has a complementary conical inner portion at its lower end, and is positioned on and abutting the fastening element.
By hollow means that the composite pole must have an inner opening, at least in the portion that is moved over the fastening element.
The slit formed opening may be circular and formed by drilling or hammering a body into the ground.
The fastening element may be equipped with drill elements at its lower end portion to enable the fastening element to be used as a drill.
The drill elements may comprise metal or ceramic material or combinations thereof.
In a second aspect the invention relates more particularly to a method for fastening a hollow composite pole to the ground in accordance with claim 6.
The method comprises fixing the fastening element to the ground, for instance by adhesive or a concrete based material.
The method may comprise making the slit formed opening by drilling into the ground.
The method may comprise making the slit formed opening by hammering the fastening element into the ground. The method comprises providing the lower end portion of the fastening element with drill elements and drilling the fastening element into the ground.
The fastening element may be made from composite material or metal or combinations thereof.
If parts of the ground that is positioned on the inner side of the slit should loosen or where it is advantageous to have it removed partly or fully, the material on the inner side of the slit may be at least partly removed.
When drilling in soil or march, it may be advantageous to have frost in the ground to avoid movement in the ground during drilling.
Tests show that the drill or the fastening element must be aligned with the vertical axes prior to being moved into the ground.
The apparatus and method according to invention solves the problem of fastening a hollow composite pole to the ground in a relatively simple and cost effective way.
BRIEF INTRODUCTION OF THE DRAWINGS
In the following is described examples of preferred embodiments and methods illustrated in the ac-companying drawings, wherein:
Fig. 1 shows a vertical section of a drill and a power drill during drilling of a slit formed opening in the ground according to the invention;
Fig. 2 shows a vertical section of a composite pole that has been moved into the slit formed opening that was drilled by use of the drill in fig. 1 ;
Fig. 3 shows an embodiment where a fastening element has been moved into the slit formed opening that is drilled by the use of the drill shown in fig. 1 , and where the fastening element is fixed to the composite mast;
Fig. 4 shows another embodiment where the fastening element, at its lower portion, is equipped with drill bodies: Fig. 5 shows a section IV-IV in fig. 4; and
Fig. 6 shows in a larger scale a segment V-V in fig. 5 of the lower portion pf the fastening element and a drill body.
DETAILED DESCRIPTION OF THE EMBODIMENTS
On the drawings, the reference numeral 1 denotes a drill that by the help of a power drill 2 is under displacement into the ground 4. The ground 4 may constitute for example rock, soil, or march, alternatively combination thereof.
The power drill 2 is typically aligned and is fixed to the ground 4 or another suitable, not shown device. There after the power drill 2 that may be electrically or hydraulically driven, displaces the drill 1 into the ground 4 while rotating the drill 1. Thus, a slit formed opening 6 is formed in the ground 4. The drill 1 is then removed from the slit formed opening 6.
A composite pole 8 that has been moved into the slit formed opening 6 is shown in fig. 2. Additional fixing of the composite pole 8 to the ground 4 may be achieved by inserting grouting, fixing compound or other material (not shown) in between the composite pole 8 and the ground 4.
In an embodiment of the invention, shown in fig. 3, a sleeve formed fastening element 10 is positioned in the slit formed opening 6. Additional fixing of the fixing element 10 to the ground 4 may be carried out as described for the composite pole 8. A composite pole 8 that is conical inside is placed about the fastening element 10 that has a conical upper portion 18, and moved against the fastening element until abutment is established.
In some cases, as when the ground 4 mainly constitutes suitable soil, the fixing element 10 may be forced into the ground 4 by hammering.
In a further alternative embodiment as shown in fig. 4, the fastening element 10 is by its lower end portion 12 equipped with several drill elements 14. The section IV-IV in fig 5 shows a possible distribution of the drill elements 14 about the centre axis 16 of the fastening element 10. The drill elements may be made from material from the fastening element 10 or constitute other materials that is fixed to the fastening element 10. A typical drill element 14 is shown in fig. 6 where the drill element 14 that constitutes hard metal, is braced to the in use lover end portion lower end portion 12 of the fixing element
10.
The fixing element 10 shown in fig. 4 is shown in two parts where in use an upper portion 18 that is fixed to the composite pole 8 is fixed to the in use lower portion 22 of the fixing element 10 by a flange connection 20. The lower portion 22 is here drilled into the ground
4.
It should be noted that the above-mentioned embodiments illustrate rather than limit the invention, and that those skilled in the art will be able to design many alternative embodiments without departing from the scope of the appended claims. In the claims, any reference signs placed between parentheses shall not be construed as limiting the claim. Use of the verb "comprise" and its conjugations does not exclude the presence of elements or steps other than those stated in a claim. The article "a" or "an" preceding an element does not exclude the presence of a plurality of such elements. The mere fact that certain measures are recited in mutually different dependent claims does not indicate that a combination of these measures cannot be used to advantage.

Claims

P a t e n t c l a i m s
1. Fastening element (10) for fastening a hollow composite pole (8) to the ground (4) at a location where a slit-formed opening (6) is present in the ground (4), wherein the fastening element (10) has a lower end portion (12) that is configured for being positioned in the slit-formed opening (6), wherein a conical portion of the composite pole (8) is abutting a conical upper portion (18) of the fastening element (10).
2. The fastening element (10) according to claim 1 , wherein the lower end portion (12) of the fastening element (10) is circular for allowing the fastening element (10) to be placed in the slit formed opening (6) being circular.
3. The fastening element (10) according to claim 1 or 2, wherein the fastening element (10) at its lower end portion (12) is equipped with drill elements (14).
4. The fastening element (10) according to claim 3, wherein the drill elements (14) comprise metal.
5. The fastening element (10) according to claim 3, wherein the drill elements (14) comprise ceramic material.
6. Method for fastening a hollow composite pole (8) to the ground (4), wherein the method comprises:
- making a slit-formed opening (6) in the ground (4);
- inserting the fastening element (10) in accordance with claim 1 into the slit- formed opening (6), and
- moving the composite pole (8) that is conical, over the fastening element (10) until abutment is established.
7. The method according to claim 6, wherein the method comprises fixing the fastening element (10) to the ground (4).
8. The method according to claim 6 or 7, wherein the method comprises making the slit-formed opening (6) by drilling into the ground (4).
9. The method according to claim 6 or 7, wherein the method comprises making the slit-formed opening (6) by hammering the fastening element (10) into the ground
(4).
10. The method according to claim 6 to 8, wherein the method comprises providing the fastening element (10) in accordance with claim 3, and drilling the fastening element (10) into the ground.
EP17725370.5A 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground Active EP3417127B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
PL17725370T PL3417127T3 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
SI201730460T SI3417127T1 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
HRP20201502TT HRP20201502T1 (en) 2016-02-16 2020-09-21 Apparatus and method for fastening a composite pole to the ground

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20160270A NO343861B1 (en) 2016-02-16 2016-02-16 Method of attaching a composite mast to the ground.
PCT/NO2017/050040 WO2017142419A1 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground

Publications (2)

Publication Number Publication Date
EP3417127A1 true EP3417127A1 (en) 2018-12-26
EP3417127B1 EP3417127B1 (en) 2020-07-22

Family

ID=58765887

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17725370.5A Active EP3417127B1 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground

Country Status (11)

Country Link
US (2) US20210207335A1 (en)
EP (1) EP3417127B1 (en)
AU (1) AU2017219459B2 (en)
CA (1) CA3014300A1 (en)
HR (1) HRP20201502T1 (en)
HU (1) HUE051287T2 (en)
NO (2) NO343861B1 (en)
PL (1) PL3417127T3 (en)
PT (1) PT3417127T (en)
SI (1) SI3417127T1 (en)
WO (1) WO2017142419A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO344819B1 (en) * 2017-11-17 2020-05-04 Comrod As Method for creating a clearance for a mast element in a ground.
NO20171964A1 (en) * 2017-12-08 2019-06-10 Comrod As Energy transportation mast with different conicities.
NO20171962A1 (en) * 2017-12-08 2019-06-10 Comrod As Method for fixing a conical energy transportation mast to the ground.
NO346911B1 (en) * 2021-01-11 2023-02-27 Comrod As Procedure for positioning a drilling machine when attaching a mast, typically an A-mast, in a terrain

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2023966A (en) * 1935-06-01 1935-12-10 Jesse A Montee Method and means for sinking foundation columns
DE2708664A1 (en) * 1976-03-01 1977-09-15 Michel Leclerc Overhead cable support pylon - has assembled repairable free part and ground sunken plinth component
DE3145882C2 (en) * 1981-11-19 1985-05-02 Eskilstuna Invest AB, Eskilstuna Method of making a foundation for a mast or the like.
SE443015B (en) * 1982-10-11 1986-02-10 Sven Runo Vilhelm Gebelius Pole shaped support component with foundation for its erection
FR2536780A1 (en) * 1982-11-30 1984-06-01 Petitjean Co Sa Method for connecting the shaft of a pylon to a foundation and connecting element for the implementation of this method
US4671367A (en) * 1985-12-05 1987-06-09 Electric Power Research Institute, Inc. Pole hole digger with percussive core drilling
US5697935A (en) * 1995-09-12 1997-12-16 Medex Marketing, Inc. Device and method for removing fastening implements from bone
DE19702137A1 (en) * 1997-01-22 1998-07-23 Fundex N V Earth displacement drill
DE29703858U1 (en) * 1997-03-03 1997-07-24 Jonas, Alfred, 21037 Hamburg Pile stand
BE1011266A3 (en) * 1997-07-08 1999-07-06 Dresser Ind Core.
CA2428549A1 (en) * 2003-05-14 2004-11-14 Resin Systems Inc. Method of installing poles in a rock surface
AU2003903807A0 (en) * 2003-07-23 2003-08-07 Sidc Pty Ltd Device for arranging a post in position
GB0516906D0 (en) * 2005-08-18 2005-09-28 Seacore Ltd Methods and apparatus for the installation of foundation piles
US7484578B2 (en) * 2006-01-17 2009-02-03 U.S. Saws, Inc. Hole coring system
DE202006015706U1 (en) * 2006-10-11 2007-02-15 Pfleiderer Europoles Gmbh & Co. Kg Fixing device for a mast comprises an outer holder for inserting into the ground and an inner holder connected to the outer holder via a connecting unit to hold and fix a lower end of a mast
GB0624285D0 (en) * 2006-12-05 2007-01-10 Seacore Ltd Methods and apparatus for the installation colums/piles
AU2010279851B2 (en) * 2009-08-07 2014-10-23 Shindo Industry Co., Ltd Separable lane-control bollard assembly
US20110047900A1 (en) * 2009-08-24 2011-03-03 UC Solutions, LLC Modular Composite Utility Pole
EP2562348B1 (en) * 2011-08-23 2017-10-04 BAUER Maschinen GmbH Underwater drilling assembly and method for producing a borehole
CN202500370U (en) * 2011-11-08 2012-10-24 浙江新世管道股份有限公司 Composite material telegraph pole
NL2015732B1 (en) * 2015-11-05 2017-05-24 Sapa Profiles Nl B V Manufacturing method of a post comprising an isolated root section, and corresponding post.

Also Published As

Publication number Publication date
PL3417127T3 (en) 2020-11-16
US20220127812A1 (en) 2022-04-28
AU2017219459A1 (en) 2018-09-20
PT3417127T (en) 2020-10-22
HUE051287T2 (en) 2021-03-01
NO343861B1 (en) 2019-06-24
AU2017219459B2 (en) 2019-04-11
WO2017142419A1 (en) 2017-08-24
US20210207335A1 (en) 2021-07-08
EP3417127B1 (en) 2020-07-22
SI3417127T1 (en) 2020-11-30
HRP20201502T1 (en) 2020-12-25
CA3014300A1 (en) 2017-08-24
NO20160270A1 (en) 2017-08-17
NO20161370A1 (en) 2017-08-17
NZ745302A (en) 2021-11-26

Similar Documents

Publication Publication Date Title
US20220127812A1 (en) Apparatus and method for fastening a composite pole to the ground
US9551127B1 (en) Rotary drive tip system for installation of piles or other foundation members into the ground
JP2010236323A (en) Foundation pile structure for on-site formation, and construction method of foundation pile
KR101675884B1 (en) Helical pile and construction method thereof
CN102325945B (en) Jet grouting equipment
US20080253830A1 (en) Method of Installing Anchor Bolt, Method of Drilling Anchor Bolt Hole, and Drilling Device
EP3827130B1 (en) Pile installation system
RO131643A0 (en) Hole boring auger with inner mechanism
KR20090054192A (en) Hammer bit for digging
CN104131822B (en) Anti-pre-buried structure and the built-in process thereof of hanging of a kind of shield tunnel China's shield groove
CN208950162U (en) It is easily installed the concrete column of supporting beam and the connection structure of itself and supporting beam
JP2009046832A (en) Pile device for foundation, vertical connecting means for use in it, and method for driving and installing foundation pile
JP2015074881A (en) Foundation pile construction method and foundation pile
NZ745302B2 (en) Apparatus and method for fastening a composite pole to the ground
KR101376497B1 (en) Connection tool for pretentioned spun high-strength concrete pile
JP2016079619A (en) Foundation pile and method for installing the same
JP6400315B2 (en) Pre-built pile burying structure, pre-made pile laying method
KR20160132343A (en) Micro pile and construction method therefor
US8734075B1 (en) Sheared pole butt removal tool
JP2016030906A (en) Method for improving ground ahead of cutting face in tunnel excavation work
CN205776202U (en) Bore ground fixed structure
JP2006336352A (en) Underground anchor
KR20190108780A (en) Sd nailing method
JP6564623B2 (en) Reinforcing method and structure of reinforced concrete structure
KR102649072B1 (en) Multi-rotation penetration pile according to depth and manufacturing method therefor

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180814

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20200120

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20200327

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602017020184

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1293517

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200815

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER AND PEDRAZZINI AG, CH

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: HR

Ref legal event code: TUEP

Ref document number: P20201502

Country of ref document: HR

REG Reference to a national code

Ref country code: FI

Ref legal event code: FGE

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Ref document number: 3417127

Country of ref document: PT

Date of ref document: 20201022

Kind code of ref document: T

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20201016

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 35548

Country of ref document: SK

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20201502

Country of ref document: HR

Payment date: 20200922

Year of fee payment: 5

REG Reference to a national code

Ref country code: HR

Ref legal event code: T1PR

Ref document number: P20201502

Country of ref document: HR

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20201022

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20201023

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20201022

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 1293517

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200722

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E051287

Country of ref document: HU

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602017020184

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

26N No opposition filed

Effective date: 20210423

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20200722

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20210228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210216

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210216

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20201502

Country of ref document: HR

Payment date: 20220117

Year of fee payment: 6

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210228

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20201502

Country of ref document: HR

Payment date: 20230104

Year of fee payment: 7

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230524

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

REG Reference to a national code

Ref country code: HR

Ref legal event code: ODRP

Ref document number: P20201502

Country of ref document: HR

Payment date: 20240124

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IS

Payment date: 20240223

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20240301

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: HU

Payment date: 20240220

Year of fee payment: 8

Ref country code: FI

Payment date: 20240223

Year of fee payment: 8

Ref country code: DE

Payment date: 20240216

Year of fee payment: 8

Ref country code: CZ

Payment date: 20240126

Year of fee payment: 8

Ref country code: GB

Payment date: 20240209

Year of fee payment: 8

Ref country code: PT

Payment date: 20240129

Year of fee payment: 8

Ref country code: SK

Payment date: 20240126

Year of fee payment: 8

Ref country code: CH

Payment date: 20240301

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SI

Payment date: 20240215

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: TR

Payment date: 20240117

Year of fee payment: 8

Ref country code: SE

Payment date: 20240221

Year of fee payment: 8

Ref country code: PL

Payment date: 20240129

Year of fee payment: 8

Ref country code: IT

Payment date: 20240209

Year of fee payment: 8

Ref country code: HR

Payment date: 20240124

Year of fee payment: 8

Ref country code: FR

Payment date: 20240221

Year of fee payment: 8