NO343861B1 - Method of attaching a composite mast to the ground. - Google Patents

Method of attaching a composite mast to the ground. Download PDF

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Publication number
NO343861B1
NO343861B1 NO20160270A NO20160270A NO343861B1 NO 343861 B1 NO343861 B1 NO 343861B1 NO 20160270 A NO20160270 A NO 20160270A NO 20160270 A NO20160270 A NO 20160270A NO 343861 B1 NO343861 B1 NO 343861B1
Authority
NO
Norway
Prior art keywords
ground
fastening element
composite mast
slot
composite
Prior art date
Application number
NO20160270A
Other languages
Norwegian (no)
Other versions
NO20160270A1 (en
Inventor
Ole Gunnar Fjelde
Sigurd Håbakk
Torbjørn Fjelde
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 NO20160270A priority Critical patent/NO343861B1/en
Priority to NO20161370A priority patent/NO20161370A1/en
Priority to HUE17725370A priority patent/HUE051287T2/en
Priority to PCT/NO2017/050040 priority patent/WO2017142419A1/en
Priority to EP17725370.5A priority patent/EP3417127B1/en
Priority to NZ745302A priority patent/NZ745302B2/en
Priority to AU2017219459A priority patent/AU2017219459B2/en
Priority to PL17725370T priority patent/PL3417127T3/en
Priority to US15/998,896 priority patent/US20210207335A1/en
Priority to PT177253705T priority patent/PT3417127T/en
Priority to SI201730460T priority patent/SI3417127T1/en
Priority to CA3014300A priority patent/CA3014300A1/en
Publication of NO20160270A1 publication Critical patent/NO20160270A1/en
Publication of NO343861B1 publication Critical patent/NO343861B1/en
Priority to HRP20201502TT priority patent/HRP20201502T1/en
Priority to US17/571,057 priority patent/US20220127812A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E04H12/223—Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/658—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing
    • E01F9/673—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing for holding sign posts or the like
    • E01F9/685—Subsoil means, e.g. foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2269—Mounting poles or posts to the holder in a socket
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2253—Mounting poles or posts to the holder
    • E04H12/2276—Clamping poles or posts on a stub
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials

Landscapes

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

Description

FREMGANGSMÅTE FOR INNFESTING AV EN HUL KOMPOSITTMAST TIL GRUNNEN PROCEDURE FOR ATTACHING A HOLLOW COMPOSITE MAST TO THE GROUND

Denne oppfinnelse vedrører en fremgangsmåte for innfesting av en hul komposittmast til grunnen. This invention relates to a method for fixing a hollow composite mast to the ground.

Det er kjent å feste komposittmaster i grunnen ved å grave en grop og deretter sette komposittmasten i gropen, hvoretter masse fylles omkring komposittmasten. Når det dreier seg om master for kraftledninger vil en slik fremgangsmåte ofte medføre relativt store inngrep i naturen, særlig når det er tale om å lage en grop av nødvendig størrelse i fjell. Ved innfesting av denne art kan det også forekomme frostskader grunnet utilstrekkelig drenering fra gropen. It is known to fix composite masts in the ground by digging a pit and then placing the composite mast in the pit, after which mass is filled around the composite mast. When it comes to masts for power lines, such a method will often involve relatively large interventions in nature, especially when it is a question of creating a pit of the necessary size in the mountains. When fixing this type, frost damage can also occur due to insufficient drainage from the pit.

Det er også kjent å montere komposittmasten på en fra grunnen oppoverragende festesøyle. Festesøylen kan være plasstøpt i betong med armering som rager ned i grunnen. Komposittmasten kan da tres inn over festesøylen. It is also known to mount the composite mast on a fixing column protruding from the ground. The anchoring column can be cast in place in concrete with reinforcement that protrudes into the ground. The composite mast can then be threaded in over the fixing column.

Dersom det dreier seg om en festesøyle i betong, er det behov for å bringe betong til festepunktet, ofte ved hjelp av helikopter, eller å tilberede betongen på stedet. I begge tilfeller medfører dette ekstra kostnader og merarbeid. If it is a concrete fixing column, there is a need to bring concrete to the fixing point, often with the help of a helicopter, or to prepare the concrete on site. In both cases, this entails additional costs and additional work.

Dokumentene FR2,536,780A1 og WO2004/101914A1 viser ulike fremgangsmåter for innfesting av hule master til bakken. The documents FR2,536,780A1 and WO2004/101914A1 show different methods for fixing hollow masts to the ground.

Oppfinnelsen har til formål å avhjelpe eller å redusere i det minste én av ulempene ved kjent teknikk, eller i det minste å skaffe til veie et nyttig alternativ til kjent teknikk. The purpose of the invention is to remedy or to reduce at least one of the disadvantages of known technology, or at least to provide a useful alternative to known technology.

Formålet oppnås ved trekkene som er angitt i nedenstående beskrivelse og i de etterfølgende patentkravene. The purpose is achieved by the features indicated in the description below and in the subsequent patent claims.

Anordningen og fremgangsmåten ifølge oppfinnelsen omfatter å anordne en slisseformet, typisk sirkulær åpning i grunnen hvori komposittmasten kan forskyves inn og om nødvendig festes. Alternativt kan et hylseformet festeelement som er innrettet til å kunne festes til komposittsøylen, forskyves inn i og om nødvendig festes til grunnen. The device and method according to the invention comprise arranging a slot-shaped, typically circular opening in the ground into which the composite mast can be moved into and if necessary fixed. Alternatively, a sleeve-shaped fastening element which is arranged to be able to be attached to the composite column can be moved into and, if necessary, attached to the ground.

Med hul menes her at komposittmasten må være åpen innvendig, i det minste i det parti av komposittmasten som forskyves inn i den slisseformede åpningen. Hollow means here that the composite mast must be open inside, at least in the part of the composite mast that is displaced into the slot-shaped opening.

Oppfinnelsen er definert av de selvstendige patentkravene. De uselvstendige kravene definerer fordelaktige utførelser av oppfinnelsen. The invention is defined by the independent patent claims. The independent claims define advantageous embodiments of the invention.

I et første aspekt vedrører oppfinnelsen mer spesifikt en framgangsmåte for innfesting av en hul komposittmast til grunnen ifølge krav 1. In a first aspect, the invention relates more specifically to a method for fixing a hollow composite mast to the ground according to claim 1.

Fremgangsmåte kan omfatte å feste komposittmasten eller festeelementet til grunnen, for eksempel ved hjelp av gysing eller annen form for liming eller innfylling. Method may include attaching the composite mast or the attachment element to the ground, for example by means of shimming or another form of gluing or filling.

Fremgangsmåten kan omfatte å tildanne den slisseformede åpningen ved å bore inn i grunnen, typisk ved hjelp av et roterende hylseformet bor. The method may comprise forming the slot-shaped opening by drilling into the ground, typically using a rotary sleeve-shaped drill bit.

Fremgangsmåten kan omfatte å tildanne den slisseformede åpningen mens det hylseformede festeelementet slås inn i grunnen og hvor festeelementet deretter etterlates i den slisseformede åpningen. The method may include forming the slot-shaped opening while the sleeve-shaped fastening element is driven into the ground and where the fastening element is then left in the slot-shaped opening.

Fremgangsmåten kan omfatte å forsyne festeelementets nedre endeparti med et boreelement og å bore festeelementet inn i grunnen. The method can include supplying the lower end part of the fastening element with a drilling element and drilling the fastening element into the ground.

Komposittmasten, henholdsvis festeelementet, kan være avsmalnende langs sin lengde, for eksempel konisk. The composite mast, or the fastening element, can be tapered along its length, for example conical.

Festeelementet kan være utformet helt eller delvis i et komposittmateriale eller i metall. The fastening element can be designed wholly or partly in a composite material or in metal.

Dersom den delen av grunnen som befinner seg innenfor den slisseformede åpningen, løsner eller det av en annen årsak er hensiktsmessig å fjerne dette helt eller delvis, kan i det minste deler av materialet innenfor slissen hentes ut. If the part of the soil that is inside the slot-shaped opening loosens or for some other reason it is appropriate to remove this in whole or in part, at least parts of the material inside the slot can be retrieved.

Under boring i løsmasser eller myr kan det være fordelaktig med tele i grunnen. Telen bevirker at løsmassene ikke forskyver seg. When drilling in loose masses or mire, it can be advantageous to have a tele in the ground. The wire ensures that the loose masses do not shift.

Forsøk viser at boret eller festeelementet bør være rettet opp i forhold til vertikalaksen før det forskyves inn i grunnen. Experiments show that the drill or fastening element should be aligned in relation to the vertical axis before it is pushed into the ground.

Anordningen og fremgangsmåten ifølge oppfinnelsen løser oppgaven med å feste en hul komposittmast til grunnen på en relativt enkel og kostnadseffektiv måte. The device and method according to the invention solves the task of attaching a hollow composite mast to the ground in a relatively simple and cost-effective way.

I det etterfølgende beskrives eksempler på foretrukne utførelsesformer og fremgangsmåter som er anskueliggjort på medfølgende tegninger, hvor In what follows, examples of preferred embodiments and methods are described which are visualized on accompanying drawings, where

Fig.1 viser et vertikalsnitt av en bor med en passende drivenhet under innboring av en slisseformet åpning i grunnen i henhold til oppfinnelsen; Fig.1 shows a vertical section of a drill with a suitable drive unit while drilling a slot-shaped opening in the ground according to the invention;

Fig.2 viser et vertikalsnitt av en komposittmast som er forskjøvet inn i den slisseformede åpningen som er boret ved hjelp av boren som vist i fig.1: Fig.2 shows a vertical section of a composite mast that has been moved into the slot-shaped opening that has been drilled using the drill as shown in Fig.1:

Fig.3 viser en alternativ utførelsesform hvor et festeelement er forskjøvet inn i den slisseformede åpningen som er boret ved hjelp av boren som vist i fig.1 og hvor festeelementet er festet til komposittmasten: Fig.3 shows an alternative embodiment where a fastening element is shifted into the slot-shaped opening which has been drilled using the drill as shown in fig.1 and where the fastening element is attached to the composite mast:

Fig.4 viser ytterligere et utførelseseksempel hvor festeelementet ved sitt nedre parti er forsynt med borelegemer; Fig.4 shows a further design example where the fastening element at its lower part is provided with drill bodies;

Fig.5 viser et snitt IV-IV i fig.4; og Fig.5 shows a section IV-IV in Fig.4; and

Fig.6 viser i større målestokk et utsnitt V-V i fig.5 av festeelementets nedre endeparti og et borelegeme. Fig. 6 shows on a larger scale a section V-V in Fig. 5 of the lower end part of the fastening element and a drill body.

På tegningene betegner henvisningstallet 1 et bor som ved hjelp av en drivenhet 2 er under forskyving inn i grunnen 4. Grunnen 4 kan utgjøres for eksempel av berg, løsmasser eller myr, alternativt av kombinasjoner av disse. In the drawings, the reference number 1 denotes a drill which, with the help of a drive unit 2, is being displaced into the ground 4. The ground 4 can be made up, for example, of rock, loose masses or bog, alternatively of combinations of these.

Drivenheten 2 rettes typisk opp og festes til grunnen 4 eller til en annen passende ikke vist innretning, hvoretter drivenheten 2 som typisk er elektrisk eller hydraulisk drevet, forskyver boret under rotasjon inn i grunnen 4. Derved tildannes en slisseformet åpning 6 med jevnt tverrsnitt. Boret 1 trekkes deretter ut av åpningen 6. The drive unit 2 is typically straightened and attached to the ground 4 or to another suitable device not shown, after which the drive unit 2, which is typically electrically or hydraulically driven, displaces the drill during rotation into the ground 4. A slot-shaped opening 6 with a uniform cross-section is thereby formed. The drill bit 1 is then pulled out of the opening 6.

I fig.2 er det vist et utførelseseksempel hvor en komposittmast 8 er forskjøvet inn i åpningen 6. Ytterligere festing av komposittmasten 8 til grunnen 4 kan utføres ved å tilføre for eksempel gysemasse, fugemateriale eller annen masse (ikke vist) inn mellom komposittmasten 8 og grunnen 4. Fig.2 shows an example of the design where a composite mast 8 is shifted into the opening 6. Further fixing of the composite mast 8 to the ground 4 can be carried out by adding, for example, grout, joint material or other mass (not shown) between the composite mast 8 and reason 4.

I et alternativt utførelseseksempel som er vist i fig.3 er det ført inn et hylseformet festeelement 10 i den slisseformede åpningen 6. Ytterligere innfesting av festeelementet 10 til grunnen kan eventuelt utføres som beskrevet for komposittmasten 8. In an alternative design example shown in Fig. 3, a sleeve-shaped fastening element 10 is introduced into the slot-shaped opening 6. Further fastening of the fastening element 10 to the ground can optionally be carried out as described for the composite mast 8.

I noen tilfeller, for eksempel når grunnen 4 i hovedsak omfatter passende løsmasser, kan det være aktuelt å slå festeelementet 10 inn i grunnen 4. In some cases, for example when the ground 4 mainly comprises suitable loose masses, it may be appropriate to drive the fastening element 10 into the ground 4.

I et ytterligere alternativt utførelseseksempel som er vist i fig.4, er festeelementet 10 ved sitt nedre endeparti 12 forsynt med flere boreelementer 14. Snittet IV-IV i fig 5 viser en mulig fordeling av boreelementene omkring festeelementets 10 senterakse 16. Boreelementene 14 kan tilformes av materiale fra festeelementet 10 eller utgjøres av andre materialer som er festet til festeelementet 10. Kombinasjoner kan i noen tilfeller være aktuelle, for eksempel når festeelementet 10 i hovedsak utgjøres av komposittmateriale. In a further alternative design example shown in Fig. 4, the fastening element 10 is provided at its lower end part 12 with several drilling elements 14. Section IV-IV in Fig. 5 shows a possible distribution of the drilling elements around the central axis 16 of the fastening element 10. The drilling elements 14 can be shaped of material from the fastening element 10 or made up of other materials which are attached to the fastening element 10. Combinations may in some cases be relevant, for example when the fastening element 10 is mainly made up of composite material.

Et typisk boreelement 14 er vist i fig.6 hvor boreelementet 14, som her utgjøres av hardmetall, er slagloddet til festeelementets 10 i bruksstilling nedre endeparti 12. A typical drill element 14 is shown in Fig.6 where the drill element 14, which here is made of hard metal, is the solder to the lower end part 12 of the fastening element 10 in the use position.

Festeelementet 10 i fig.4 er vist todelt hvor et i bruksstilling øvre parti 18 som er festet til komposittmasten 8, ved hjelp av en flensforbindelse 20 er festet til festeelementets 10 i bruksstilling nedre parti 22. Det nedre partiet 22 er her boret ned i grunnen 4. The fastening element 10 in fig.4 is shown in two parts, where an upper part 18 in use position, which is attached to the composite mast 8, is attached to the lower part 22 of the fastening element 10 in use position by means of a flange connection 20. The lower part 22 is here drilled into the ground 4.

Det bør bemerkes at alle de ovennevnte utførelsesformer illustrerer oppfinnelsen, men begrenser den ikke, og fagpersoner på området vil kunne utforme mange alternative utførelsesformer uten å avvike fra omfanget av de vedlagte kravene. I kravene skal referansenumre i parentes ikke sees som begrensende. Bruken av verbet "å omfatte" og dets ulike former, ekskluderer ikke tilstedeværelsen av elementer eller trinn som ikke er nevnt i kravene. De ubestemte artiklene "en", "ei" eller "et" foran et element ekskluderer ikke tilstedeværelsen av flere slike elementer. Det faktum at enkelte trekk er anført i innbyrdes forskjellige avhengige krav, indikerer ikke at en kombinasjon av disse trekk ikke med fordel kan brukes. It should be noted that all of the above embodiments illustrate the invention, but do not limit it, and those skilled in the art will be able to devise many alternative embodiments without departing from the scope of the appended claims. In the requirements, reference numbers in parentheses should not be seen as limiting. The use of the verb "to comprise" and its various forms does not exclude the presence of elements or steps not mentioned in the claims. The indefinite articles "an", "ei" or "et" before an element do not exclude the presence of several such elements. The fact that certain features are listed in mutually different dependent claims does not indicate that a combination of these features cannot be advantageously used.

Claims (5)

PatentkravPatent claims 1. Framgangsmåte for innfesting av en hul komposittmast (8) til grunnen (4), hvor fremgangsmåten omfatter:1. Procedure for attaching a hollow composite mast (8) to the ground (4), where the procedure includes: - å tildanne en slisseformet åpning (6) i grunnen (4);- forming a slit-shaped opening (6) in the base (4); - å forskyve et hylseformet festeelement (10) inn i den slisseformede åpningen (6), k a r a k t e r i s e r t v e d at fremgangsmåten omfatter å forskyve komposittmasten (8) som er konisk, inn over det hylseformede festeelementet (10) som har et konisk øvre parti (18), inntil komposittmasten (8) kommer til anslag langs det koniske øvre partiet (18) av festeelementet (10).- to displace a sleeve-shaped fastening element (10) into the slot-shaped opening (6), characterized in that the method comprises displacing the composite mast (8) which is conical, over the sleeve-shaped fastening element (10) which has a conical upper part (18), until the composite mast (8) comes to rest along the conical upper part (18) of the fastening element (10). 2. Framgangsmåten i henhold til krav 1, hvor fremgangsmåten omfatter å feste festeelementet (10) til grunnen (4).2. The method according to claim 1, where the method comprises attaching the fastening element (10) to the base (4). 3. Framgangsmåten i henhold til krav 1, hvor fremgangsmåten omfatter å tildanne den slisseformede åpningen (6) ved å bore inn i grunnen.3. The method according to claim 1, where the method comprises forming the slot-shaped opening (6) by drilling into the ground. 4. Framgangsmåten i henhold til krav 1, hvor fremgangsmåten omfatter å tildanne den slisseformede åpningen (6) ved å slå det hylseformede festeelementet (10) inn i grunnen (4).4. The method according to claim 1, where the method comprises forming the slot-shaped opening (6) by driving the sleeve-shaped fastening element (10) into the base (4). 5. Framgangsmåten i henhold til krav 1, hvor fremgangsmåten omfatter å forsyne festeelementets (10) nedre endeparti (12) med et boreelement (14) og å bore festeelementet (10) inn i grunnen (4).5. The method according to claim 1, where the method comprises supplying the lower end part (12) of the fastening element (10) with a drilling element (14) and drilling the fastening element (10) into the ground (4).
NO20160270A 2016-02-16 2016-02-16 Method of attaching a composite mast to the ground. NO343861B1 (en)

Priority Applications (14)

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.
NO20161370A NO20161370A1 (en) 2016-02-16 2016-08-29 Device and method for attaching a hollow mast to the ground.
PL17725370T PL3417127T3 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
PT177253705T PT3417127T (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
EP17725370.5A EP3417127B1 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
NZ745302A NZ745302B2 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
AU2017219459A AU2017219459B2 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
HUE17725370A HUE051287T2 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
US15/998,896 US20210207335A1 (en) 2016-02-16 2017-02-16 Apparatus and Method for Fastening a Composite Pole 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
SI201730460T SI3417127T1 (en) 2016-02-16 2017-02-16 Apparatus and method for fastening a composite pole to the ground
CA3014300A CA3014300A1 (en) 2016-02-16 2017-02-16 Method for fastening a composite pole to the ground comprising a sleeve-formed fastening element
HRP20201502TT HRP20201502T1 (en) 2016-02-16 2020-09-21 Apparatus and method for fastening a composite pole to the ground
US17/571,057 US20220127812A1 (en) 2016-02-16 2022-01-07 Apparatus and method for fastening a composite pole to the ground

Applications Claiming Priority (1)

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.

Publications (2)

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NO20160270A1 NO20160270A1 (en) 2017-08-17
NO343861B1 true NO343861B1 (en) 2019-06-24

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NO20160270A NO343861B1 (en) 2016-02-16 2016-02-16 Method of attaching a composite mast to the ground.
NO20161370A NO20161370A1 (en) 2016-02-16 2016-08-29 Device and method for attaching a hollow mast to the ground.

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US (2) US20210207335A1 (en)
EP (1) EP3417127B1 (en)
AU (1) AU2017219459B2 (en)
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NO20171962A1 (en) * 2017-12-08 2019-06-10 Comrod As Method for fixing a conical energy transportation mast to the ground.
NO20171964A1 (en) * 2017-12-08 2019-06-10 Comrod As Energy transportation mast with different conicities.
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

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PL3417127T3 (en) 2020-11-16
NO20160270A1 (en) 2017-08-17
WO2017142419A1 (en) 2017-08-24
NZ745302A (en) 2021-11-26
CA3014300A1 (en) 2017-08-24
PT3417127T (en) 2020-10-22
HUE051287T2 (en) 2021-03-01
AU2017219459B2 (en) 2019-04-11
NO20161370A1 (en) 2017-08-17
SI3417127T1 (en) 2020-11-30
EP3417127B1 (en) 2020-07-22
US20210207335A1 (en) 2021-07-08

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