EP2494112B1 - Agencement pour fondations de structures en forme de mât - Google Patents

Agencement pour fondations de structures en forme de mât Download PDF

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Publication number
EP2494112B1
EP2494112B1 EP10826164.5A EP10826164A EP2494112B1 EP 2494112 B1 EP2494112 B1 EP 2494112B1 EP 10826164 A EP10826164 A EP 10826164A EP 2494112 B1 EP2494112 B1 EP 2494112B1
Authority
EP
European Patent Office
Prior art keywords
sleeve
foundation
mast
threaded part
arrangement according
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.)
Not-in-force
Application number
EP10826164.5A
Other languages
German (de)
English (en)
Other versions
EP2494112A1 (fr
EP2494112A4 (fr
Inventor
Kari Tuominen
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.)
Peikko Group Oy
Original Assignee
Peikko Group Oy
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 Peikko Group Oy filed Critical Peikko Group Oy
Publication of EP2494112A1 publication Critical patent/EP2494112A1/fr
Publication of EP2494112A4 publication Critical patent/EP2494112A4/fr
Application granted granted Critical
Publication of EP2494112B1 publication Critical patent/EP2494112B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • 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
    • E04H12/2284—Means for adjusting the orientation of the post or pole

Definitions

  • the invention relates to an arrangement in connection with foundations of mast-like structures, the foundation comprising a reinforced concrete structure having fastening bolts for anchoring the mast-like structure to the foundation by means of nuts to be screwed to the fastening bolts and positioned above a lower flange of the mast-like structure.
  • the invention relates to the context of foundations of mast-like structures, more precisely to structures with which a mast-like structure is connected to the foundation.
  • Mast-like structures include, for example, wind power plants, chimneys, light poles and other dynamically loaded mast-like structures.
  • a drawback with the first known basic solution is, for example, that when making a foundation, workmen normally handle smallish reinforcement products with a weight of 100 kg at the most.
  • workmen normally handle smallish reinforcement products with a weight of 100 kg at the most.
  • it is a steel tower part of 10 000 to 20 000 kg that has to be arranged at the reinforcements.
  • This problem increases the costs accrued from, for example, an increase in the size of the equipment.
  • the costs are increased because the logistics becomes more difficult as the delivery times of the tower are different from those of the rest of the foundation reinforcement.
  • a drawback with the second known basic solution mentioned above is, for example, that the whole tower must be installed to be supported merely by bolts at the installing stage.
  • the soldering is not made until after the tower has been installed.
  • the bolts may be subjected to great forces by the swaying tower.
  • the installing order may also be such that the first part of the tower is installed and soldered and the bolts are pre-tightened, and not until after the soldering has been hardened does it become possible to install the rest of the tower. This means that it takes more time to implement the instalment and that, at the same time, particularly the installing equipment causes additional costs.
  • the concrete of the foundation also creeps, due to which the pre-tightening of the bolts decreases over time.
  • An object of the invention is to provide an arrangement by means of which the drawbacks of the prior art can be eliminated. This has been achieved by means of the arrangement according to the invention.
  • the arrangement according to the invention is characterized by a distance piece assembly to be arranged between the lower flange of the mast-like structure and the foundation, the assembly comprising a sleeve-like threaded part and a counterpart with threads matching the threads of the sleeve-like threaded part, whereby the sleeve-like threaded part is arranged around each fastening bolt at a desired height by means of the threads of the sleeve-like threaded part and counterpart, and whereby the distance piece assembly is arranged between the foundation and the lower flange of the mast-like structure by means of an upper nut to be screwed to the fastening bolt.
  • An advantage of the arrangement according to the invention is its simplicity and the preferable uniform distribution of forces particularly in dynamic loading situations.
  • a further advantage of the invention is its versatility, since the arrangement according to the invention can be used in all conventional mast-structures in such a way that the adjustability is ensured and, at the same time, the prestressing forces have an even impact all the way from the upper nut to the anchoring element.
  • FIGS 1 to 5 show a first embodiment of the invention.
  • Reference numeral 1 denotes a mast-like structure or a part of a mast-like structure.
  • Reference numeral 2 shows generally a reinforced concrete structure with fastening bolts 3 by means of which the mast-like structure 1 is fastened to the foundation. The fastening is carried out by means of nuts 5 above a lower flange 4 of the mast-like structure 1, the nuts being screwed to the fastening bolts 3.
  • An essential feature in the invention is that the solution uses a distance piece formed in the following way.
  • a washer 6 is passed through the fastening bolt 3 to become positioned against the concrete surface/form structure.
  • a thick male part serving as a counterpart 7 is threaded onto the washer.
  • a fastening nut 8 is screwed and pre-tightened to the planned force. This pre-tightening force is transmitted as compression through the thick threaded part serving as the counterpart 7 and the washer 6 to the concrete.
  • the foundation is prestressed and creeping due to the loads begins to be generated.
  • a tubular threaded part 9 is threaded to the thick male part serving as the counterpart 7 to exactly the right height. This provides the desired height adjustment.
  • the sleeve-like threaded part 9 is a sleeve-like female part.
  • a plate-like support part 10 may preferably be mounted in which one surface is a calotte-like surface while the other surface may be, for instance, a planar surface or another suitable surface.
  • the plate-like support part 10 evens out the forces on the lower flange 4 of the wind power tower. Since the flange 4 has deviations due to manufacturing tolerances and deflections, it is important that the forces be evenly distributed because in dynamic loading, point loads are dangerous.
  • the nut 5 above the flange 4 is tightened in place. The nut may also be tightened to an agreed/final pre-tightening value.
  • the plate-like support part 10 is not necessary but the invention may also be applied without the above plate-like support part.
  • the plate-like support part 10 is arranged to be pressed by its calotte-like surface against the upper end of the sleeve-like threaded part 9 and by its planar surface against the mast-like structure.
  • Figures 2 to 5 show the above-mentioned distance piece in separate views seen from different directions.
  • the distance piece may be designed in such a way that no second-stage concrete is made under the tower, in which case the adjustability of the position of the tower is improved, for example owing to subsidence of the ground or for other reasons.
  • second-stage concrete is possible and, at the same time, the implementation of the second-stage concrete may be selected technically and in terms of schedule in the best possible way.
  • Figures 6 to 9 show a second embodiment of the invention.
  • the same reference numerals as in Figures 1 to 5 are used at corresponding points in Figures 6 to 9 .
  • the plate-like support part 10 is arranged on the surface of the foundation through the fastening bolt 3 in such a way that the part is pressed by its planar surface against the foundation. Further, a sleeve-like threaded part 9 is arranged around the fastening bolt 3 in such a way that it is pressed by its lower end against the calotte-like surface of the support part 10.
  • the sleeve-like threaded part 9 is, in this embodiment, a male part.
  • the sleeve-like threaded part 9 is threaded to the female threads of the hole formed in the lower flange 4 of the mast-like structure serving as the counterpart in this embodiment in such a way that the lower flange 4 becomes positioned at a desired height.
  • Reference numeral 11 indicates a support flange arranged at the upper end of the sleeve-like threaded part, the upper nut 5 arranged in the fastening bolt 3 being tightened against this support flange.
  • Figures 7 to 9 show the distance piece of this embodiment, seen from different directions.
  • Figures 10 to 13 show a third embodiment of the invention.
  • the same reference numerals as in Figures 1 to 9 are used at corresponding points in Figures 10 to 13 .
  • the sleeve-like part 9 is a male part.
  • the sleeve-like threaded part 9 is arranged around the fastening bolt 3 and threaded to the female threads of the hole formed in a flange element 12, which serves as the counterpart of this embodiment and is a part of the foundation, in such a way that the sleeve-like threaded part 9 protrudes in a desired manner from the surface of the foundation, whereby the desired height adjustment is provided.
  • the plate-like support part 10 is arranged around the fastening bolt 3 in such a way that it is supported by its calotte-like surface against the upper end of the sleeve-like threaded part 9 and by its planar surface against the lower surface of the lower flange 4 of the mast-like structure.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Foundations (AREA)

Claims (11)

  1. Arrangement en connexion des bases de structures du type d'un mât, la base comprenant une structure de béton armée avec boulons de fixation (3) pour ancrer la structure du type d'un mât dans la base avec des écrous (5), qu'on visse aux boulons de fixation (3) et met en position au-dessus de la collerette inférieure (4) de la structure du type d'un mât, charactérisé par un ensemble des pièces de distance pour être arrangé entre la collerette inférieure (4) de la structure du type d'un mât et de la base, cet ensemble comprenant une partie filetée du type d'un manchon (9) et une partie complémentaire (7) avec filetage adapté au filetage de la partie filetée du type d'un manchon (9), cette partie filetée du type d'un manchon (9) étant arrangée autour de chaque boulon de fixation (3) à l'hauteur désirée à l'aide des filetages de la partie filetée du type d'un manchon et de la partie complémentaire, l'ensemble des pièces de distance étant arrangé entre la base et la collerette inférieure de la structure du type d'un mât à l'aide d'un écrou supérieur (5), qu'on visse au boulon de fixation.
  2. Arrangement selon la revendication 1, charactérisé en ce qu'il comprend une partie de support du type d'un plateau (10) avec une surface calotte, cette partie de support du type d'un plateau (10) étant arrangée pour être serrée avec sa surface calotte contre un bout de la partie filetée du type d'un manchon (9).
  3. Arrangement selon la revendication 1 ou 2, charactérisé en ce que la partie filetée du type d'un manchon (9) est une partie femelle du type d'un manchon.
  4. Arrangement selon la revendication 1 ou 2, charactérisé en ce que la partie filetée du type d'un manchon (9) est une partie mâle du type d'un manchon.
  5. Arrangement selon la revendication 3, charactérisé en ce qu'une rondelle (6) est mis en place autour du boulon de fixation (3), cette rondelle étant arrangée à manière d'être supporter contre la surface béton/structure formée de la base autour du boulon de fixation (3); sur la rondelle (6), une partie mâle est filetée en tant qu'une partie complémentaire (7), prèalablement mis en place par serrage à l'aide d'un écrou de fixation (8) vissé au boulon de fixation (3); et la partie filetée du type d'un manchon (9) est vissée à la partie mâle à l'hauteur désirée.
  6. Arrangement selon la revendication 5, charactérisé en ce que la partie de support du type d'un plateau (10) est arrangée pour être serrée avec sa surface calotte contre le bout supérieure de la partie filetée du type d'un manchon (9) et avec son autre surface contre la surface inférieure de la collerette inférieure (4) de la structure du type d'un mât.
  7. Arrangement selon la revendication 4, charactérisé en ce que la partie filetée du type d'un manchon (9) est arrangée autour du boulon de fixation (3) à manière de le presser avec son bout inférieur contre la surface de la base, et le visser au filetage femelle d'un trou ménagé à la collerette inférieur de la structure du type d'un mât à manière de positionner la collerette inférieur (4) à l'hauteur désirée.
  8. Arrangement selon la revendication 7, charactérisé en ce que le boulon de fixation (3) sur la surface de la base est passé à travers la partie de support du type d'un plateau (10) à manière de presser une des surfaces de la partie de support contre la base, la partie filetée du type d'un manchon (9) étant pressée avec son bout inférieur contre la surface calotte de la partie de support du type d'un plateau (10).
  9. Arrangement selon la revendication 7, charactérisé en ce que le bour supérieur de la partie filetée du type d'un manchon (9) comprend une collerette de support (11), contre laquelle l'écrou supérieur (5) arrangé au boulon de fixation (3) est fixé.
  10. Arrangement selon la revendication 4, charactérisé en ce que la partie filetée du type d'un manchon (9) est arrangée autour du boulon de fixation (3) et vissée au filetage femelle d'un trou ménagé à l'élément collerette servant comme la partie complémentaire (7), la partie filetée formant une partie de la base à manière de faire la partie filetée du type d'un manchon (9) saillir sur la surface de la base comme désiré.
  11. Arrangement selon la revendication 10, charactérisé en ce que la partie de support du type d'un plateau (10) est arrangée autour du boulon de fixation (3) à manière de le supporter par sa surface calotte contre la surface supérieur de la partie filetée du type d'un manchon (9) et par son autre surface contre la surface inférieur de la collerette inférieur de la structure du type d'un mât.
EP10826164.5A 2009-10-29 2010-09-27 Agencement pour fondations de structures en forme de mât Not-in-force EP2494112B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20096119A FI124043B (fi) 2009-10-29 2009-10-29 Sovitelma mastomaisten rakenteiden perustuksen yhteydessä
PCT/FI2010/050743 WO2011051550A1 (fr) 2009-10-29 2010-09-27 Agencement pour fondations de structures en forme de mât

Publications (3)

Publication Number Publication Date
EP2494112A1 EP2494112A1 (fr) 2012-09-05
EP2494112A4 EP2494112A4 (fr) 2013-06-05
EP2494112B1 true EP2494112B1 (fr) 2014-04-09

Family

ID=41263533

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10826164.5A Not-in-force EP2494112B1 (fr) 2009-10-29 2010-09-27 Agencement pour fondations de structures en forme de mât

Country Status (4)

Country Link
EP (1) EP2494112B1 (fr)
DK (1) DK2494112T3 (fr)
FI (1) FI124043B (fr)
WO (1) WO2011051550A1 (fr)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2245173C2 (de) * 1972-09-14 1974-05-02 Karl 8750 Aschaffenburg Urlberger Verankerungsvorrichtung von Geländern, Leitplanken od. dgl. in Brücken, Strassen od.dgl
DE10226996B4 (de) * 2001-10-09 2014-07-03 Aloys Wobben Verfahren zur Erstellung eines Fundaments, insbesondere für einen Turm einer Windenergieanlage
DE10327312A1 (de) * 2003-06-16 2005-01-05 Dgth Druckgusstechnik Heiligenhaus Gmbh Abstandelement
JP4971712B2 (ja) * 2006-07-28 2012-07-11 日鐵住金建材株式会社 金属管柱の基部構造

Also Published As

Publication number Publication date
WO2011051550A1 (fr) 2011-05-05
FI20096119A (fi) 2011-04-30
EP2494112A1 (fr) 2012-09-05
EP2494112A4 (fr) 2013-06-05
FI20096119A0 (fi) 2009-10-29
FI124043B (fi) 2014-02-14
DK2494112T3 (da) 2014-06-02

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