EP1062400B1 - Structure porteuse - Google Patents

Structure porteuse Download PDF

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Publication number
EP1062400B1
EP1062400B1 EP99913114A EP99913114A EP1062400B1 EP 1062400 B1 EP1062400 B1 EP 1062400B1 EP 99913114 A EP99913114 A EP 99913114A EP 99913114 A EP99913114 A EP 99913114A EP 1062400 B1 EP1062400 B1 EP 1062400B1
Authority
EP
European Patent Office
Prior art keywords
bar
type supporting
supporting frame
frame according
sleeve
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
Application number
EP99913114A
Other languages
German (de)
English (en)
Other versions
EP1062400A1 (fr
Inventor
Stefan Ungvari
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.)
Siemens AG
Original Assignee
Siemens AG
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 Siemens AG filed Critical Siemens AG
Publication of EP1062400A1 publication Critical patent/EP1062400A1/fr
Application granted granted Critical
Publication of EP1062400B1 publication Critical patent/EP1062400B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04H12/24—Cross arms

Definitions

  • Rod structures can therefore be individual Masts include how to use them in overhead and overhead line systems uses, or even whole frameworks, as used for example in the construction of factory buildings.
  • the bar structures can be made of metal or reinforced concrete be executed.
  • Load bodies can e.g. Boom or Be wheel tensioners as you would for mounting in overhead line systems and bracing the contact wires and suspension cables.
  • Load bodies can also be road lights or similar bodies be carried by masts.
  • the aforementioned Tragoder Tension ropes are not only used to tension the contact wires and suspension cables, they can also be used for anchoring e.g. provided in the load transfer into a back anchor become. They can also be used for suspension or bracing e.g. of the road lights mentioned are used.
  • DE-C-26 13 152 is a concrete mast for high-voltage lines known, on which several reinforced concrete consoles one above the other are arranged.
  • the brackets are with steel reinforcements provided precast concrete parts, which are placed on the concrete mast and in a manner known from concrete cross beams on the concrete mast be concreted.
  • Located at the ends of the consoles sheet metal plates welded to the steel reinforcement welded fastening bolts to which insulators are screwed can be.
  • US-C-2 693 255 describes a mounting device of rotating antenna masts as they are usually used for antennas intended for the reception of TV or shortwave programs are.
  • the patent is mainly about the bracket To be designed so that the pivot bearing largely against intrusion protected from rainwater or other weather influences is.
  • the device consists of an anchoring ring the one with fixed ropes at the installation site the antenna is attached, and one on the anchor ring rotatably supported, also annular receiving part for the antenna mast.
  • the antenna mast is by means of several Circumferential clamping screws attached to the receiving part.
  • the holder of the receiving part on the anchoring ring is frictionless or low-friction.
  • a pipe holder for fastening described by pipes on ceilings and walls has a pipe clamp that consists of two approximately semicircular Pipe clamp shells is formed in the assembled Condition are clamped together by clamping screws.
  • the Pipe clamp is, as is usual with such pipe clamps Rod attached using a suitable fastener is anchored to the ceiling or wall.
  • the pipe clamp inside the two pipe clamps with an annular shell made of insulating and damping material lined.
  • the shell consists of two half shells which fit precisely into the pipe clamp shell, are preferably glued.
  • Pipe holder in particular for holding downpipes is provided for rainwater gutters. Also at this holding device constructed in the manner of a pipe clamp is to avoid the transmission of vibrations between a shell made of damping material for the clamp and the downpipe inserted. The bowl is inserted loosely, so it can also due to the material, no positive connection with the downpipe.
  • the object of the present invention is a bar structure of the type mentioned to improve in that an optimal connection between rod and load or load carrier is created, which allows a higher resilience and which enables forces and / or bending moments in any To be able to transfer size and direction into the rod.
  • the means for introducing or transferring the forces and / or Bending moments should be inexpensive to manufacture and easy to do be assembled.
  • the rigid sleeve is advantageously in one piece executed, according to a particularly advantageous Execution is formed from a closed metal ring.
  • the connection means at the connection nodes can the circumstances be adjusted accordingly, i.e. for the connection of Tension or guy ropes can be attached to the cuff accordingly Connection plates must be attached.
  • the cuff can also be tightened with a [profile be provided.
  • the cuff can advantageously as it were for the connection of earthing lines serve. For this purpose are on the outer circumference of the cuffs Connecting bolts provided, which preferably with Interconnect slots in the earthing line.
  • Figures 3 and 4 show an embodiment of a bar structure with only one cuff 10, which is preferably for serves the connection of tension cables or anchor cables and for this purpose two connecting plates welded to the sleeve 10 12 contains. This variant is also between the conical rod 2 and the sleeve 10 an adhesive bridge 9.
  • the described embodiment can also intended for carrying or bracing road lights become.
  • Figures 5 and 6 show an embodiment of a bar structure, spaced on the rod 2 with the help of two cuffs 13, 14 arranged one above the other two wheel tensioners for tensioning or re-tensioning a contact wire and a suspension cable are held.
  • the wheel tensioners are attached to the bolt 16 two cuffs 13, 14 held.
  • Figure 6 are two offset on the circumference of the cuffs arranged connecting plates 17, 18 attached, for hanging corresponding to the wheel tensioner axis 16 or anchoring cables Have holes.
  • Figures 7 to 10 show an embodiment which also used to hold two wheel tensioners, in contrast to the previously explained version, the two wheel tensioners only be worn by a single cuff 19.
  • a closed load-bearing ring 20 On a closed load-bearing ring 20 are on the one hand two [profiles 21 with welded end plates 22 and on the other two connecting plates 23 for fastening back anchor cables attached.
  • the end plates 22 are with corresponding Provide holes for receiving the wheel tensioner axis 24.
  • FIGS. 12 and 13 show an embodiment in which instead of the previously used in such beam structures, relatively complex internal grounding on the outside along the rod or mast laid earth wire is provided.
  • Either the cuffs provided to hold the boom 3 25, 26 and a further cuff 27 serve as it were to hold an earthing line 30.
  • the sleeves 25, 26, 27 are fastened with threaded bolts 28, through openings which are preferably designed as elongated holes 29 in the grounding line designed as a ribbon cable 30 grab.
  • the grounding line 30 is attached then as a conventional screw connection.
  • For the ground connection on the track indicated by 31 contains the Load receiving ring of the lowest collar 27 a welded Gusset plate 32.
  • the external grounding system also has the advantage that it is not only cheaper but that is also the quality of the ground connections outside can be checked easily.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Materials For Medical Uses (AREA)
  • Prostheses (AREA)
  • Piles And Underground Anchors (AREA)
  • Tents Or Canopies (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Claims (9)

  1. Structure (1) porteuse à poutres, notamment pylônes de systèmes de lignes aériennes et de caténaires, comportant au moins une poutre (2) à laquelle peuvent être fixés des corps (3, 15, 16) de charge ou des câbles (RS, TS) porteurs ou de tension, et comportant des moyens pour appliquer ou transférer des forces et/ou des couples de flexion à la poutre (2), lesdits moyens pour appliquer les forces et/ou couples de flexion comprenant un ou plusieurs manchons (4, 5, 10, 13, 14, 19, 25 - 27) métalliques rigides en flexion, enfilés sur la poutre (2), et au moins un moyen (6, 7, 12, 17, 18, 21, 22, 23) de raccordement, disposé sur la circonférence extérieure du manchon, pour les corps (3, 15, 16) de charge ou les câbles (RS, TS) porteurs ou de tension, caractérisée en ce que lesdits moyens comprennent en outre un pont (9) d'adhérence intercalé entre la poutre (2) et le manchon, pour la fixation par adhérence du manchon à la poutre (2).
  2. Structure porteuse à poutres suivant la revendication 1, caractérisée en ce que le manchon (4, 5, 10, 13, 14, 19, 25 - 27) est réalisé sous forme d'anneau (8, 20) fermé de réception de charge.
  3. Structure porteuse à poutres suivant la revendication 1 ou 2, caractérisée en ce qu'il est prévu comme moyen de raccordement une ou plusieurs tôles (6, 7, 12, 17, 18 ; 23) de raccordement pour le raccordement de câbles de traction et/ou de tension.
  4. Structure porteuse à poutres suivant la revendication 1 ou 2, caractérisée en ce qu'il est prévu comme moyen de raccordement une ou plusieurs pièces (17, 18) de raccordement, constituées de profilés (21) métalliques, pour le raccordement direct d'un corps (15) de charge.
  5. Structure porteuse à poutres suivant l'une des revendications 1 à 4, caractérisée en ce que le manchon (13, 14) comporte, deux moyens (17, 18) de raccordement décalés sur sa circonférence, pour des corps (15) de charge et/ou des câbles porteurs ou de tension séparés.
  6. Structure porteuse à poutres suivant l'une des revendications 1 à 5, caractérisée en ce qu'il est prévu au moins deux manchons (13, 14, 25 - 27) disposés en superposition sur la poutre (2), qui sont mutuellement reliés au moyen d'un élément (16, 30) de liaison s'étendant le long de la poutre (2) et sont ainsi porteurs d'un corps (3, 15) de charge commun.
  7. Structure porteuse à poutres suivant la revendication 6, caractérisée en ce que des boulons (28) d'assemblage sont fixés sur la circonférence extérieure des manchons (25 - 27), boulons qui coopèrent avec des ouvertures prévues dans l'élément (30) de liaison, réalisées de préférence en trou (29) oblong.
  8. Structure porteuse à poutres suivant la revendication 7, caractérisée en ce que l'élément (30) de liaison est conçu comme conducteur de terre.
  9. Structure porteuse à poutres suivant l'une des revendications 1 à 8, caractérisée en ce qu'elle comprend une poutre (2) de forme conique.
EP99913114A 1998-03-17 1999-03-10 Structure porteuse Expired - Lifetime EP1062400B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19811619 1998-03-17
DE19811619A DE19811619A1 (de) 1998-03-17 1998-03-17 Vorrichtung zur Ein- oder Überleitung von Kräften und/oder Biegemomenten in den Stab eines Stabtragwerkes und mit einer solchen Vorrichtung ausgerüstetes Stabtragwerk
PCT/DE1999/000661 WO1999047771A1 (fr) 1998-03-17 1999-03-10 Dispositif pour l'introduction ou la transmission de forces ou de moments de flexion dans la barre d'une structure porteuse et structure porteuse equipee d'un tel dispositif

Publications (2)

Publication Number Publication Date
EP1062400A1 EP1062400A1 (fr) 2000-12-27
EP1062400B1 true EP1062400B1 (fr) 2002-08-28

Family

ID=7861228

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99913114A Expired - Lifetime EP1062400B1 (fr) 1998-03-17 1999-03-10 Structure porteuse

Country Status (5)

Country Link
EP (1) EP1062400B1 (fr)
AT (1) ATE222985T1 (fr)
CA (1) CA2324111A1 (fr)
DE (2) DE19811619A1 (fr)
WO (1) WO1999047771A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10026109C1 (de) * 2000-05-26 2002-01-31 Pfleiderer Infrastrukturt Gmbh Halterung einer Plattform an einem konischen Antennenmast
CN102003098A (zh) * 2009-09-02 2011-04-06 南通市神马电力科技有限公司 一种电网输电线用复合绝缘塔
US20170058547A1 (en) * 2015-08-28 2017-03-02 Maple Mountain Composites Systems and Methods for Remote Tower Implementation

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2066419A (en) * 1934-07-26 1937-01-05 Pfistershammer Josef Tubular post
US2693255A (en) * 1949-12-31 1954-11-02 Crown Controls Company Inc Antifriction guy ring
DE1434559B2 (de) * 1962-12-17 1971-01-21 Beton Schleuderwerke GmbH, 8520 Erlangen Befestigung einer Traverse auf eine m Betonmast
DE1960474U (de) * 1966-05-18 1967-05-18 Beton Schleuderwerke G M B H Betonmast mit mindestens einer traverse bzw. einem auslergerarm.
DE1658882A1 (de) * 1967-08-18 1971-02-11 Inst Stahlbeton Verbindungsmittel fuer Stahlbetonteile,insbesondere fuer Stahlbetonmaste
DE2111719A1 (de) * 1971-03-11 1972-11-09 Hans Langmatz Mastenausleger
DE2613152C3 (de) * 1976-03-27 1980-06-26 Beton-Schleuderwerke Rudolf Kempe, 8520 Erlangen Betonmast für Hochspannungsleitungen
DE9100863U1 (de) * 1991-01-25 1992-05-21 Siemens AG, 80333 München Vorrichtung zur Halterung von Befestigungsteilen an säulenförmigen Körpern
DE29622637U1 (de) * 1996-12-12 1997-03-13 Elsic Elektrische Sicherheitsausrüstungen und Betriebsmittel GmbH, 41189 Mönchengladbach Montagehilfe zum Aus- bzw. Umrüsten von bodenbeabstandeten Vorrichtungen

Also Published As

Publication number Publication date
DE19811619A1 (de) 1999-09-30
CA2324111A1 (fr) 1999-09-23
WO1999047771A1 (fr) 1999-09-23
DE59902467D1 (de) 2002-10-02
ATE222985T1 (de) 2002-09-15
EP1062400A1 (fr) 2000-12-27

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