EP2963206B1 - Tour, notamment pour des conduites électriques - Google Patents

Tour, notamment pour des conduites électriques Download PDF

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Publication number
EP2963206B1
EP2963206B1 EP14175878.9A EP14175878A EP2963206B1 EP 2963206 B1 EP2963206 B1 EP 2963206B1 EP 14175878 A EP14175878 A EP 14175878A EP 2963206 B1 EP2963206 B1 EP 2963206B1
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EP
European Patent Office
Prior art keywords
tower
segments
tower segments
butt joint
cast
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP14175878.9A
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German (de)
English (en)
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EP2963206A1 (fr
Inventor
Helmut Lieb
Roland Kastner
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.)
Europoles GmbH and Co KG
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Europoles GmbH and Co KG
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Publication date
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Priority to EP14175878.9A priority Critical patent/EP2963206B1/fr
Publication of EP2963206A1 publication Critical patent/EP2963206A1/fr
Application granted granted Critical
Publication of EP2963206B1 publication Critical patent/EP2963206B1/fr
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    • 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
    • E04H12/16—Prestressed structures
    • 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
    • E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
    • 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
    • E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • E04H12/341—Arrangements for casting in situ concrete towers or the like

Definitions

  • the invention relates to a tower, in particular for power lines.
  • Transmission towers for power lines are z. B. made in solid steel wall construction.
  • For medium-voltage power lines we use towers made of spun concrete.
  • a tower, which is manufactured in spun concrete construction, is from the WO2009 / 099360A1 known. An applied pre-tensioning ensures that the concrete is subjected to pressure in all operating conditions but not to tension.
  • Overhead pylons for medium voltage lines are also built in solid steel wall construction, to edged conical profiles are used, for. B. an octagonal cross section.
  • the invention is therefore based on the object, a tower, in particular for power lines to specify, which is simpler and less expensive and its installation can be performed easily.
  • a tower in particular for power lines, provided, comprising: a foundation, several on the foundation superimposed, prepared in spun concrete tower segments which enclose a cavity which is partially filled with in situ concrete after assembly of the tower segments and arranged in the remaining cavity, a bias generating prestressing steels.
  • the tower according to the invention a new construction is used, in which initially in a precast plant, the several required tower segments are manufactured in spun concrete construction. These tower segments are designed as conical tubes and comparatively thin, accordingly, their mass is relatively low, so that these tower segments manufactured as semi-finished parts can be relatively easily transported to the intended installation location.
  • the tower segments are placed on each other, the cavity in the interior of the tower segments is at least partially filled with in-situ concrete, so that there is a composite body consisting of the spun concrete made tower segments and from the introduced into the interior in-situ concrete.
  • an inner formwork is erected, whereby an annular space in the interior of the tower segments between the inside of the tower segments and the inner formwork can be filled with in-situ concrete, so that a central, central region of the tower, within the inner formwork, remains as a cavity ,
  • prestressing steels can be arranged, which produce a bias in the spun concrete tower sections produced.
  • the in-situ concrete has a limp additional reinforcement.
  • the loose additional reinforcement is installed after the erection of the inner formwork and potted with in-situ concrete.
  • the slack additional reinforcement in the in-situ concrete between the foundation and the lowest tower segment is connected to each other by a lap joint or a sleeve.
  • a connection of two components getting produced.
  • the tower according to the invention may be formed between adjacent tower segments a butt joint, which is preferably pressed with mortar.
  • the butt joint allows an accurate fit of two adjacent tower segments, the grouting with mortar connects the two tower segments, so that the junction is sealed and thus protected from the weather.
  • the butt joint is formed from profile sections of opposite design, each with approximately half the wall thickness of a tower segment.
  • the tower segments preferably have reinforced reinforcement in order to be able to absorb both tensile and compressive forces.
  • an approximately vertically extending portion of the butt joint is inclined radially outwardly or radially inwardly.
  • the butt joint is not exactly vertical, but slightly inclined, wherein it may be inclined both radially outwards and alternatively radially inwardly.
  • the inclination is preferably 1 ° to 10 °.
  • the width of the butt joint is selected so that adjacent tower segments can be placed on each other despite the inclined, not exactly vertical sections of the butt joint.
  • the turret can be z. B. have a width of 1.5 cm, 2 cm, 2.5 cm or 3 cm. In a wider turret a more inclined middle section of the butt joint is needed, so that the shape of a Z results on average.
  • the tower according to the invention may have at least one traverse for power lines.
  • a tower can also have a plurality of vertically spaced trusses.
  • a development of the tower according to the invention can provide that on the top of the tower, a tower head is placed, on which the prestressing steels are anchored.
  • the tower head can be manufactured as prefabricated or semi-finished part or in cast-in-place construction, it has a series of through holes, are guided by the prestressing steels, which are anchored in or on the tower head.
  • the tower may have a central opening at the top.
  • the invention relates to a method for producing a tower, in particular for power lines.
  • the method according to the invention comprises the following steps: producing a foundation from cast-in-place concrete or as a precast concrete element, producing several tower segments in a spun concrete construction, transporting the tower segments to a place of erection and assembling the tower segments, producing a formwork inside the tower segments, concreting one through the inside of the tower segments and the formwork formed annulus with in-situ concrete, and mounting of prestressing steels in a cavity remaining inside the formwork.
  • Fig. 1 shows a section through a tower 1, wherein only one half of the symmetrical tower is shown.
  • the tower 1 consists of several stacked tower segments 2, which are made in spun concrete construction.
  • Fig. 1 shows a detail of such a conical tower segment 2.
  • the tower segment 2 has a horizontal and / or a helical reinforcement 3.
  • the wall thickness of a tower segment 2 is comparatively low, and accordingly a tower segment 2 produced as a semi-finished part in a precast plant in spun concrete can be transported relatively easily because of its low weight.
  • a formwork 4 is mounted inside the tower segment 2, in addition, a slack additional reinforcement 5 is mounted in this annulus.
  • the annular space between the formwork 4 and the inside of the tower segment 2 is then filled with in-situ concrete 6, wherein the wall thickness of the orbeton. 6 is a multiple of the wall thickness of the tower segment 2.
  • Within the formwork 4 remains a central cavity 7, run in the prestressing steels, which extend from a tower head to a foundation of the tower 1 and is applied to the bias, so that the tower segments 2 are acted upon only by compressive forces.
  • Fig. 2 shows a cross section through the tower 1 of Fig. 1
  • the formwork 4 can z. B. be a cardboard formwork, which is removed after the introduction of in-situ concrete 6 or remains in the tower 1.
  • the individual tower segments 2 are gradually filled with in-situ concrete 6, then further tower segments can be placed.
  • the individual tower segments are conically shaped so that the diameter of the tower segments decreases from bottom to top.
  • the tower 1 can have a total height of 50 - 70 m, the outer diameter can be down 3 - 4 m and the tower head z. B. 2 m.
  • a single tower segment may have a length of 5, 10 or 15 m.
  • Fig. 3 shows a sectional side view of a butt joint between two tower segments. Completely formed steps 10, 11 are formed on both tower segments 2, 9, so that the tower segments 2, 9 can be placed on one another in a form-fitting and precisely fitting manner. A remaining after the juxtaposing circumferential butt joint 12 is pressed with mortar 13, whereby a positive and non-positive connection is created, which also resists weathering.
  • Fig. 4 is a sectional side view of a tower arranged on a tower segment of the tower 1.
  • the foundation 14 may be made of cast-in-situ concrete or alternatively as a precast and has in its lower portion 15 has a larger diameter than in its upper portion 16.
  • the foundation 14 has a loose additional reinforcement 17, these reinforcing rods protrude at the top of the foundation 14 out.
  • the lowest tower segment 2 is placed, which in turn in the FIGS. 1 and 2 shown additional reinforcement 5 has.
  • the additional reinforcement 17 of the foundation 14 and the additional reinforcement 5 in the interior of the tower segment 2 are cast with the in-situ concrete 6, so that a lap joint 18 results.
  • Fig. 5 is a sectional side view of a tower head 22 of the tower 1.
  • the tower head 22 is disc-shaped, its diameter coincides with the diameter of an uppermost tower segment 23.
  • the tower segment 23 has the same structure as that in FIG Fig. 1
  • Tower segment 2 shown that is, the prefabricated tower segment 23 is cast in the interior with in-situ concrete 6, in this area is a slack additional reinforcement 5.
  • the tower head 2 has a series of circularly arranged through holes 25 on or in which the prestressing steels 8 are anchored.
  • the cavity 7 in the interior of the tower segments is connected via an opening 24 in the tower head 22 to the outside.
  • the individual prestressing steels 8 are introduced from above into the tower head 22, which serves as an abutment, the tensioning of the prestressing steels 8 takes place on the foundation 14, as in FIG Fig. 4 is shown.
  • Fig. 6 is a sectional view of a butt joint 26 connecting two pole segments 27, 28 together.
  • the mast sections 27, 28 each have opposite stepped profile sections, wherein a profile section has approximately half the wall thickness of a mast section. Accordingly, the butt joint 26 is approximately in the middle.
  • the lower mast section 27 has a vertically upwardly extending profile section 29, which is located either inside or outside. It is preferred that the profile section 29 is formed on the inside of the mast section 27.
  • the butt joint 26 comprises two horizontal sections 30, 31 and an approximately vertical section 32 arranged therebetween. It is essential here that the section 32 is only approximately vertical, in fact it has one at least slight inclination radially inward or radially outward.
  • Fig. 6 is a sectional view of a butt joint 26 connecting two pole segments 27, 28 together.
  • the mast sections 27, 28 each have opposite stepped profile sections, wherein a profile section has approximately half the wall thickness of a mast section. Accordingly, the butt joint 26 is approximately in the middle.
  • the profile sections of both mast sections 27, 28 have the same slight radial inclination or inclination, so that a cavity with a constant width and mutually parallel surfaces is formed therebetween.
  • the butt joint in this embodiment has a width of z. B. 1.5 cm.
  • the cavity is pressed after installation with a mortar.
  • a profiling may be present, which is produced, for example, by a nubbed foil. After being pressed with mortar, the profiling results in a particularly good adhesion between the two mast sections 27, 28.
  • the two mast sections 27, 28 have reinforced reinforcement in order to be able to absorb both tensile and compressive forces.
  • the space or free space is also referred to as a pressure strut.
  • Fig. 7 is a similar representation as Fig. 6 and shows a butt joint 33 in a sectional view. Unlike in the previous example, the butt joint has a greater width, for example 2 cm, accordingly, the middle portion 34 is more inclined.
  • Fig. 8 a butt joint 35 in a sectional view, wherein the width of the butt joint in this embodiment is 2.5 cm.
  • the middle portion 36 is more inclined than in the previous example.
  • the vertical extent of the central portion 36 and the inclination or inclination are adjusted so that an assembly of the two mast sections is just possible.
  • FIG. 9 another embodiment of a butt joint 37, which has a width of 3 cm. Accordingly, a further increased inclination of the central portion 38 is present.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Foundations (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (15)

  1. Tour (1), en particulier pour des lignes électriques, comprenant :
    - une fondation (14) ;
    - plusieurs segments de tour (2, 9, 23) superposés sur la fondation (14), réalisés en béton centrifugé, qui entourent une cavité (7),
    caractérisée en ce que la cavité est remplie partiellement de béton coulé sur place (6) après le montage des segments de tour (2, 9, 23) et la tour comprend des armatures de précontrainte (8) générant une précontrainte, disposées dans la cavité (7) restante.
  2. Tour selon la revendication 1, caractérisée en ce que le béton coulé sur place (6) comporte une armature additionnelle lâche (5, 21).
  3. Tour selon la revendication 2, caractérisée en ce que l'armature additionnelle lâche (5,) dans le béton coulé sur place (6) entre la fondation (14) et le segment de tour (2) au niveau le plus bas et/ou l'armature additionnelle lâche (21) de deux segments de tour adjacents (2, 9) est reliée par un recouvrement (18) ou un manchon (20).
  4. Tour selon l'une des revendications précédentes, caractérisée en ce qu'un joint montant (12) est réalisé entre des segments de tour adjacents (2, 9), ledit joint montant étant injecté de préférence avec du mortier (13).
  5. Tour selon la revendication 4, caractérisée en ce que le joint montant est formé en sections de profilé réalisées de manière diamétralement opposée de respectivement approximativement une demi-épaisseur de paroi.
  6. Tour selon la revendication 4 ou 5, caractérisée en ce qu'une section du joint montant s'étendant approximativement verticalement est inclinée radialement vers l'extérieur ou radialement vers l'intérieur.
  7. Tour selon la revendication 6, caractérisée en ce que la largeur du joint montant est sélectionnée de manière à ce que des segments de tour adjacents soient superposables malgré les sections inclinées.
  8. Tour selon l'une des revendications précédentes, caractérisée en ce qu'elle comporte au moins une traverse pour des lignes électriques.
  9. Tour selon l'une des revendications précédentes, caractérisée en ce qu'une tête de tour (22) de préférence composée d'acier est posée sur la partie supérieure de la tour (1), tête de tour au niveau de laquelle les armatures de précontrainte (8) sont ancrées.
  10. Procédé de fabrication d'une tour, en particulier pour des lignes électriques, comprenant les étapes suivantes :
    - fabrication d'une fondation (14) en béton coulé sur place ou en tant qu'élément préfabriqué en béton ;
    - fabrication de plusieurs segments de tour (2, 9, 23) réalisés en béton centrifugé ;
    - transport des segments de tour vers un lieu d'implantation et montage des segments de tour l'un sur l'autre ;
    - fabrication d'un coffrage (4) à l'intérieur des segments de tour ;
    - bétonnage avec du béton coulé sur place d'un espace annulaire formé par la face intérieure des segments de tour et le coffrage ;
    - montage d'armatures de précontrainte (8) dans une cavité restante à l'intérieur du coffrage.
  11. Procédé selon la revendication 10, caractérisé en ce qu'une armature additionnelle lâche (5) est montée dans l'espace annulaire avant le bétonnage.
  12. Procédé selon la revendication 10 ou 11, caractérisé en ce qu'une précontrainte définie est appliquée avec un cric de précontrainte sur les armatures de précontrainte après le montage.
  13. Procédé selon la revendication 11 ou 12, caractérisé en ce que l'armature additionnelle dans le béton coulé sur place est reliée à une armature de la fondation par l'intermédiaire d'un recouvrement (18) ou d'un manchon (20).
  14. Procédé selon l'une des revendications 10 à 13, caractérisé en ce qu'un joint montant (26) est réalisé entre des segments de tour adjacents, ledit joint montant étant de préférence injecté avec du mortier.
  15. Procédé selon l'une des revendications 10 à 14, caractérisé en ce qu'une tête de tour (22) réalisée de préférence en acier est placée sur la partie supérieure de la tour, tête de tour au niveau de laquelle les armatures de précontrainte sont ancrées.
EP14175878.9A 2014-07-04 2014-07-04 Tour, notamment pour des conduites électriques Active EP2963206B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP14175878.9A EP2963206B1 (fr) 2014-07-04 2014-07-04 Tour, notamment pour des conduites électriques

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14175878.9A EP2963206B1 (fr) 2014-07-04 2014-07-04 Tour, notamment pour des conduites électriques

Publications (2)

Publication Number Publication Date
EP2963206A1 EP2963206A1 (fr) 2016-01-06
EP2963206B1 true EP2963206B1 (fr) 2017-05-24

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EP14175878.9A Active EP2963206B1 (fr) 2014-07-04 2014-07-04 Tour, notamment pour des conduites électriques

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EP (1) EP2963206B1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3612691A1 (fr) * 2017-04-18 2020-02-26 Soletanche Freyssinet Procédé de fabrication de segments de béton préfabriqués pour une tour
RU190655U1 (ru) * 2019-05-07 2019-07-08 Общество с ограниченной ответственностью "Элмонт-Инновации" Стойка опоры линии электропередачи
CN112392664B (zh) * 2019-08-15 2022-08-30 北京金风科创风电设备有限公司 混凝土塔筒段和塔架

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE972002C (de) * 1948-12-28 1959-05-06 Eugen Kilgus Verfahren zum Herstellen von vorgespannten Beton-Hohlmasten
AU1037276A (en) * 1976-01-16 1977-07-28 Centrifugated & Prestressed Co Centrifugated concrete piles and poles
EP2237938A4 (fr) * 2008-02-05 2012-04-04 Ericsson Telefon Ab L M Procédé de fabrication d'éléments en béton creux
PL2647782T3 (pl) * 2012-04-05 2016-06-30 Sag Gmbh Słup dla systemu linii napowietrznych

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
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