EP0607915B1 - Méthode et dispositif pour allonger un pylÔne de lignes aériennes en opération - Google Patents
Méthode et dispositif pour allonger un pylÔne de lignes aériennes en opération Download PDFInfo
- Publication number
- EP0607915B1 EP0607915B1 EP94100623A EP94100623A EP0607915B1 EP 0607915 B1 EP0607915 B1 EP 0607915B1 EP 94100623 A EP94100623 A EP 94100623A EP 94100623 A EP94100623 A EP 94100623A EP 0607915 B1 EP0607915 B1 EP 0607915B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- tower
- mast
- foot
- pylon
- supports
- 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.)
- Expired - Lifetime
Links
Images
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
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
-
- 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
- E04H12/344—Arrangements for lifting tower sections for placing additional sections under them
Definitions
- the invention relates to a method for extending an overhead line mast, in particular a lattice mast with a square cross-section according to the preamble of claim 1 and an apparatus for performing the method.
- a method for the erection of such overhead line masts is from the BE-A-645 734, in which after determining the place of installation Prefabricated mast parts are successively assembled with each other by a mast section is raised by means of a lifting device, inserted a new mast part below and is connected to the mast section and this process is repeated until the intended mast height has been reached.
- an operating Transmission tower without interruption of operation that is, without switching off the high voltage is extended, with a lifting device on the transmission tower to be extended placed and in at least two planes spaced from each other is firmly connected to the mast.
- the lifting device initially serves to to support the mast against lateral deflection.
- the mast is complete the conductor cables suspended from the trusses are separated from its mast base and raised by means of the lifting device connected to the mast until it has reached the desired height.
- Mast and mast foot inserted and filled with a prepared mast part filling the gap the raised mast and the mast base are also firmly connected, similar to building a stick. If the inserted mast part is firmly connected on all sides, the connection is made the lifting device with the mast released and the lifting device from the mast away.
- a lifting device of the type mentioned above for According to the invention the method is carried out by Features of claim 3 characterized.
- Such Lifting device has supports that move evenly around the mast is distributed and with each other and with the Mast are firmly but releasably connected.
- the supports are telescopically adjustable, preferably by means of hydraulic loading.
- the lifting means are hydraulically loaded, whereby according to a preferred embodiment of the invention, the lifting means are designed as a hydraulic grip.
- cables can be integrated in the supports, which serve to secure the mast and so to its Ensure stability for the duration of the renovation.
- the main advantage of the invention results from that the above-mentioned adjustment of the ground clearance of the overhead lines to the required height for those in operation Overhead lines can be made without the electricity must be parked in the overhead lines.
- the overhead lines over isolators are connected to the support arms of the support masts with the stability of the masts during the extension procedure contribute.
- FIG. 1 shows an overhead line mast 10 with support arms 12, 14 and conductor cables 16, 17, 18 suspended thereon in a side view shown, which is held by a lifting device 20 which consists of supports 22 arranged on each corner post with integrated lifting devices, not shown here is formed.
- a lifting device 20 which consists of supports 22 arranged on each corner post with integrated lifting devices, not shown here is formed.
- FIG 1 is a common Overhead line mast 10 is intended to illustrate how using the lifting device 20 according to the invention there is the possibility of such a mast 10 so far to raise that, as shown in Figure 2, an extension piece 30 without difficulty between the mast base 11 and the raised overhead line pylon 10 are inserted can.
- the supports 22 of the lifting device 20 are in three places by means of trusses 24, 26, 28 firmly with each other and with connected to the mast 10 or to the mast foot 11.
- the lifting device 20 according to the purpose Implementation of the method according to the invention is provided that first the lifting device, d. H. the pillars 22 to be placed on the corner posts of the mast 10 and there in each case by means of the mentioned cross members 24, 26, 28 are firmly connected to each other and to the mast 10. Subsequently, the mast 10 in the area of the mast base 11 separated from this and by means of the lifting device 20 slowly raised until it reaches the one you want Height, d. H. the intended minimum distance between the Ropes 16, 17, 18 and the bottom reached. In the resulting gap between mast base 11 and the mast 10 becomes a correspondingly prepared mast extension part 30 used and with the mast 10 and with the Mast foot 11 firmly connected, as is the case with normal mast construction is common. Then the trusses 24, 26, 28 removed as well as the supports 22 of the lifting device 20.
Claims (7)
- Procédé pour allonger un pylône de lignes aériennes (10), en particulier un pylône de type treillis de section carrée, selon lequel le pylône (10) composé de différents éléments de pylône est soulevé à l'aide d'un dispositif de levage (20) afin de placer en dessous un nouvel élément de pylône qui est fixé au pylône existant, cette opération étant répétée jusqu'à obtention de la hauteur de pylône définitive, caractérisé par le fait qu'on allonge un pylône de lignes aériennes en service, sans interruption du service, à savoir sans coupure de la tension de service, par le fait que pour cela on relie le dispositif de levage (20) au pylône (10), par le fait qu'on sépare ensuite le pylône (10) de sa base (11), par le fait qu'on soulève l'ensemble du pylône (10) avec les traverses (12, 14) et les câbles conducteurs (16, 17, 18) fixés à celles-ci, par le fait qu'on insère un élément de pylône (22) préparé en tant qu'élément de rehaussement et on le fixe au pylône (10) ainsi qu'à la base de pylône (11) et par le fait qu'ensuite on sépare le dispositif de levage (20) du pylône (10).
- Procédé selon la revendication 1, caractérisé par le fait qu'avant de séparer le pylône (10) de sa base (11) on haubane ledit pylône (10) latéralement.
- Dispositif pour la mise en oeuvre du procédé selon la revendication 1 ou la revendication 2, en particulier pour allonger un pylône de type treillis à section carrée, caractérisé par des supports (22) réglables qui sont répartis régulièrement autour du pylône (10) et sont reliés les uns aux autres ainsi qu'au pylône (10) et par des moyens de levage qui coopèrent avec les supports (22) et servent à lever le pylône (10) de sa base (11) suffisamment pour permettre l'insertion d'un élément de rehaussement (30) préparé entre le pylône et (10) et la base de pylône (11).
- Dispositif selon la revendication 3, caractérisé par le fait que que les supports (22) sont réglables de manière télescopique.
- Dispositif selon la revendication 3 ou 4, caractérisé par le fait que que les supports (22) sont commandés par voie hydraulique.
- Dispositif selon une des revendications 3 à 5, caractérisé par le fait que que les moyens de levage (22) sont commandés par voie hydraulique.
- Dispositif selon une des revendications précédentes, caractérisé par le fait que que les moyens de levage sont conformés en moyens de levage hydrauliques à pince.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4301467A DE4301467A1 (de) | 1993-01-21 | 1993-01-21 | Verfahren und Vorrichtung zum Verlängern eines im Betrieb befindlichen Freileitungsmastes |
DE4301467 | 1993-01-21 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0607915A1 EP0607915A1 (fr) | 1994-07-27 |
EP0607915B1 true EP0607915B1 (fr) | 1999-05-26 |
Family
ID=6478588
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP94100623A Expired - Lifetime EP0607915B1 (fr) | 1993-01-21 | 1994-01-18 | Méthode et dispositif pour allonger un pylÔne de lignes aériennes en opération |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0607915B1 (fr) |
AT (1) | ATE180537T1 (fr) |
DE (2) | DE4301467A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10117399A1 (de) * | 2001-04-06 | 2002-10-10 | Abb Patent Gmbh | Verfahren und Vorrichtung zum Erhöhen von Masten |
US10119522B2 (en) | 2014-04-01 | 2018-11-06 | Nabrawind Technologies SL | System and method of assembling a wind turbine |
Families Citing this family (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4430759C2 (de) * | 1994-08-30 | 1997-07-17 | Abb Patent Gmbh | Verfahren und Vorrichtung zum Auswechseln eines Mastkopfes eines Winkeltragmastes einer Hochspannungsfreileitung |
DE4430761C2 (de) * | 1994-08-30 | 1997-07-17 | Abb Patent Gmbh | Verfahren und Vorrichtung zum Auswechseln eines Mastkopfes eines Tragmastes einer Hochspannungsfreileitung |
DE4430760C2 (de) * | 1994-08-30 | 1997-12-04 | Abb Patent Gmbh | Verfahren und Vorrichtung zum Auswechseln eines Mastkopfes eines Abspannmastes einer Hochspannungsfreileitung |
DE4435489C2 (de) * | 1994-10-04 | 1997-04-03 | Abb Patent Gmbh | Verfahren und Vorrichtung zum Auswechseln eines Hauptdiagonalstabes |
DE4435488C2 (de) * | 1994-10-04 | 1997-04-10 | Abb Patent Gmbh | Verfahren und Vorrichtung zum Auswechseln eines Knotenbleches |
DE4445165C2 (de) * | 1994-12-17 | 2000-02-17 | Abb Patent Gmbh | Verfahren und Stockbaum zum Errichten von Gittermasten |
DE19803954B4 (de) * | 1998-02-02 | 2008-02-14 | Edi.Son Energietechnik Gmbh | Verfahren und Vorrichtung zum Erhöhen von Masten |
DE19810521A1 (de) | 1998-03-11 | 1999-09-16 | Abb Patent Gmbh | Vorrichtung zum Erhöhen eines Freileitungsmastes |
DE10111280A1 (de) * | 2001-03-09 | 2002-07-25 | Erwin Keller | Verfahren und Vorrichtung zur Erstellung einer Windkraftanlage |
DE10164514C1 (de) * | 2001-12-19 | 2003-05-08 | Fbg Freileitungsbau Gmbh | Hebevorrichtung zur Erhöhung von Freileitungsmasten |
DE10308239A1 (de) * | 2003-02-25 | 2004-09-09 | Tower Tec Gmbh & Co.Kg | Verfahren und Vorrichtung zur Errichtung einer Windenergieanlage |
FR2923504B1 (fr) | 2007-11-09 | 2010-02-12 | Freyssinet | Procede de construction d'un ouvrage civil et systeme associe |
DE102016110698A1 (de) | 2016-06-10 | 2017-12-14 | Ltb Leitungsbau Gmbh | Montagehilfskonstruktion und Verfahren zum Auswechseln eines Tragkonstruktionselements |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE645734A (fr) * | ||||
FR806727A (fr) * | 1936-05-25 | 1936-12-23 | Procédé de montage des constructions par tronçons successifs verticalement superposés, assemblés au sol | |
DE1035334B (de) * | 1955-01-04 | 1958-07-31 | Maschf Augsburg Nuernberg Ag | Verfahren zum Aufstellen von Baukranen |
CH348528A (it) * | 1957-01-08 | 1960-08-31 | Ferrotubi S P A | Gru a torre elevabile verticalmente da terra |
FR2167435B1 (fr) * | 1972-01-14 | 1975-10-24 | Camusat Gueguen Telecomm | |
AT358262B (de) * | 1975-05-21 | 1980-08-25 | Siemens Ag Oesterreich | Einrichtung zur durchfuehrung eines bauver- fahrens fuer maste von elektrischen frei- leitungen od.dgl. |
FR2316180A1 (fr) * | 1975-07-03 | 1977-01-28 | Potain Sa | Dispositif pour surelever une structure verticale composee d'elements superposes |
JPS5355857A (en) * | 1976-10-29 | 1978-05-20 | Ishikawajima Harima Heavy Ind Co Ltd | Climbing crane |
CA1143958A (fr) * | 1980-05-20 | 1983-04-05 | Victor F. Arnold | Poteaux porteurs de lignes d'electricite et autres |
SU1714737A1 (ru) * | 1989-08-09 | 1992-02-23 | Винницкий политехнический институт | Устройство дл замены опор воздушных линий электропередачи |
-
1993
- 1993-01-21 DE DE4301467A patent/DE4301467A1/de not_active Withdrawn
-
1994
- 1994-01-18 EP EP94100623A patent/EP0607915B1/fr not_active Expired - Lifetime
- 1994-01-18 DE DE59408291T patent/DE59408291D1/de not_active Expired - Fee Related
- 1994-01-18 AT AT94100623T patent/ATE180537T1/de not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10117399A1 (de) * | 2001-04-06 | 2002-10-10 | Abb Patent Gmbh | Verfahren und Vorrichtung zum Erhöhen von Masten |
US10119522B2 (en) | 2014-04-01 | 2018-11-06 | Nabrawind Technologies SL | System and method of assembling a wind turbine |
Also Published As
Publication number | Publication date |
---|---|
ATE180537T1 (de) | 1999-06-15 |
DE4301467A1 (de) | 1994-07-28 |
EP0607915A1 (fr) | 1994-07-27 |
DE59408291D1 (de) | 1999-07-01 |
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