EP1643056B1 - Dispositif pour fondation de mâts signalétiques - Google Patents

Dispositif pour fondation de mâts signalétiques Download PDF

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Publication number
EP1643056B1
EP1643056B1 EP05017468A EP05017468A EP1643056B1 EP 1643056 B1 EP1643056 B1 EP 1643056B1 EP 05017468 A EP05017468 A EP 05017468A EP 05017468 A EP05017468 A EP 05017468A EP 1643056 B1 EP1643056 B1 EP 1643056B1
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EP
European Patent Office
Prior art keywords
sleeve
head plate
pile
pipe
bores
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.)
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Application number
EP05017468A
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German (de)
English (en)
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EP1643056A1 (fr
Inventor
Klaus Bünzow
Kai Sojak
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.)
BBL BAHNBAU LUENEBURG GmbH
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Bbl Bahnbau Lueneburg GmbH
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Priority to PL05017468T priority Critical patent/PL1643056T3/pl
Publication of EP1643056A1 publication Critical patent/EP1643056A1/fr
Application granted granted Critical
Publication of EP1643056B1 publication Critical patent/EP1643056B1/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
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2284—Means for adjusting the orientation of the post or pole

Definitions

  • the present invention relates to a device for establishing signal towers for rail traffic.
  • Rail transport needs signals that have a mast height of a few meters. These signals are placed in the area of the track, in which case neither the strength of the track bed may be affected, nor any cable ducts or the like may be damaged next to the track bed.
  • a concrete foundation is placed in a pit to be prepared.
  • the concrete foundation consists of a series of concrete parts, which are stacked to form a tower and connected together.
  • the concrete foot thus formed may have a length of 1,500, 1,800, 2,100 mm.
  • the concrete base consisting of precast concrete parts must be moved on site using a crane or a two-way excavator, whereby the individual parts are usually transported pre-assembled into the installation area.
  • For installation is a pit with a corresponding shoring and, where appropriate to produce a lowering of the groundwater.
  • the anchor has a pipe driven into the soil with a rectangular cross-section.
  • Mounted on the tube is a sleeve with a rectangular cross-section.
  • Each of the four side walls of the sleeve has four mounting holes.
  • the top plate is additionally provided with a central bore.
  • To attach the sleeve a total of 16 bolts are bolted to the post above the side walls.
  • the top plate is additionally bolted centrally in the axial direction with the post.
  • lining sheets with appropriate thickness between sleeve and pile are arranged.
  • JP 4-73381 is a foundation body for a mast in which a pipe is driven into the ground and the tube has at its upper end a peripheral flange which is connected to a mast base.
  • U1 is an overhead or overhead line with a downwardly open, hollow foot known.
  • the foot is slid onto a foundation body, eg, a pipe rammed into the soil, so that the mast base surrounds the foundation body over a certain length to form a gap.
  • To align the mast are not adjustable spacers on the outer circumference of the foundation body, arranged at the other end in threaded bushes in the mast base, radially adjustable adjusting screws at one end of said length.
  • a hardening mass such as cement mortar.
  • the present invention has for its object to provide a device for the founding of signal masts, which reliably provides a simple means for receiving the signal mast to be erected and to achieve a frictional connection between the sleeve and pole / mast.
  • the inventive device for the foundation of signal masts for rail transport has a Signalfußadapter.
  • the signal mast to be built is mounted with its signal foot on the signal foot adapter.
  • the Signalfußadapter consists of a sleeve and a top plate.
  • the sleeve which may also be referred to as a jacket tube, has dimensions such that it is provided for connection to a pipe or pile to be introduced into the ground. Preferably, the pipe or pile is rammed into the soil.
  • the top plate is connected to the sleeve and has means that allow the attachment of a signal foot to the top plate.
  • the sleeve has at least one bore along the peripheral wall, through which an adjusting screw can extend into the sleeve.
  • At least four holes for adjusting screws are provided along the circumference.
  • the adjusting screws make it possible to align the sleeve with the pipe driven into the ground.
  • tighten and loosen the set screws to adjust and align the position of the top plate.
  • the means provided in the top plate for fixing the signal foot can be aligned by a few simple handles relative to the rail.
  • the orientation of the Signalfußadapters without the use of heavier device by a person can already be done very accurately.
  • the signal foot adapter according to the invention has been found that no longer a pit in the pressure range of the track is required for installation.
  • the installation of Signalfußadapters is possible by hand and the use of large equipment is not essential.
  • the shape and handling of the Signalfußadapters is much easier compared to the previously known solutions.
  • the annular gap between the sleeve and pipe or pile is filled with a potting compound in the aligned state.
  • a potting compound in the aligned state.
  • a metal polymer is preferably used which contains ceramic and stainless Metallfullstorikombinationen based on polymers. Such metal and polymer combinations are also referred to as multimetal and produce a frictional connection.
  • the top plate is provided with at least one inlet bore above the annular gap for the potting compound.
  • the top plate forms the conclusion for the sleeve.
  • the top plate is placed on the sleeve formed as a jacket tube.
  • the sleeve has a length of 350 to 650 mm, preferably a length of 500 mm is used. It has been found that with this length of the sleeve already for a range of application for main, main / blocking and Vorsignalen with and without additional display according to drawings S8000.5.4 and S8000.3.5 of the BZA Kunststoff of January 31, 1985 and for corresponding mechanical Signals sufficient stability is achieved. Essentially, the Signalfußadapter with a length of about 500 mm provides sufficient stability for masts of different heights with and without boom and with an arrangement of different points of light.
  • the inner diameter of the sleeve is adapted to the intended Pipe or the pile, such that the sleeve can be set with a small clearance on the pipe or the pile and connected to this.
  • the sleeve For connection with the driven into the soil pipe or pile, the sleeve is provided along its circumferential direction with at least one hole for fastening screws.
  • the holes for fastening screws are preferably arranged one above the other in pairs in the axial direction and distributed uniformly over the circumference of the sleeve for better stability.
  • the top plate has a central opening, which allows engagement in the interior of the sleeve.
  • the opening may, for example, have a diameter of approximately 200 mm and is arranged centrally on the sleeve.
  • the opening is used in particular to attach fastening screws for the sleeve to the rammed into the ground pipe, for example, by holding a locking nut from the inside against the mounting screw or rotated.
  • the top plate is provided with holes for receiving screws, which guided by the holes screws from the top plate for connection to the signal foot protrude.
  • the through-holes are preferably arranged in the top plate corresponding to receiving bores in the signal foot.
  • the through holes are arranged for example in a square with a side length of 390 mm or 280 mm, in addition, further through holes may be provided for receiving additional screws.
  • the approach unlike the known devices, no longer firmly insert screws, but releasably connect to the top plate, has the advantage that they can be replaced if damaged. Furthermore, they can also be used shortly before assembly.
  • the screws are preferably held for fixing the signal foot on the Signalfußadapter via a self-locking nut in the top plate and are perpendicular from this before.
  • the top plate is supported on support node plates preferably laterally on the sleeve.
  • a cantilever arm is provided, which is connected at one end via bolts to the head plate of the sleeve and in a spaced-apart area has means for fastening the signal foot of the signal mast.
  • the extension arm can be used in areas where the driven pile due to special Ratios spaced apart from the track bed to be anchored.
  • the extension arm is preferably designed as a double-T profile.
  • the bore for the bolts are provided in the profile legs, wherein in the region of the bore strips between the profile legs are provided to support these.
  • the object of the invention is also achieved by a method having the features of claim 21.
  • the method according to the invention serves to establish a signal tower for rail traffic.
  • a pipe or pile is inserted into the soil.
  • a sleeve with a peripheral wall and a top plate is placed on the pipe or pile, wherein the inner diameter of the sleeve is larger than the outer diameter of pipe or pile.
  • Dimensions between pipe and pile are chosen so that the top plate can be adjusted at the upper end of the sleeve in an angular range.
  • To align the patch sleeve at least one reaching through the peripheral wall screw is provided, which rests against the outer wall of pipe or post.
  • the attached sleeve can be easily aligned with the adjusting screw. This allows easy handling and stepless alignment of the top plate.
  • the annular gap between the sleeve and the mast in its end facing away from the top plate is sealed with a sealing compound. Subsequently, the annular gap is filled with a potting compound via at least one inlet bore above the annular gap.
  • the potting compound forms a frictional connection between the sleeve and pile. If the potting compound is very thin, it is expedient to seal the annular gap before potting.
  • the potting compound is preferably a metal polymer.
  • a particular advantage of the method according to the invention is that the top plate is provided with a layer of a metal polymer and a foot plate of the signal mast is set flat on the top plate.
  • the footplate is secured to the top plate via several bolts that extend through the top and bottom plates.
  • the direct connection of head and foot plate leads to a significant improvement in stability. Compared to other solutions where there is a gap between the head and foot plate can be achieved here on the flat edition a particularly high stability. Any unevenness in the range between 0 and 15 mm can be compensated by the use of the potting compound, in particular the use of the metal polymer.
  • Fig. 1 shows the Signalfußadapter invention with a sleeve formed as a jacket tube 10 and an end connected to the jacket tube 10 head plate 12.
  • the jacket tube 10 is placed on a driven into the ground ram tube 14.
  • the ram 14 is driven four to six meters deep depending on the nature of the substrate and the signal provided and if necessary shortened to the desired length.
  • Pipe 14 and casing 10 have a round cross-section.
  • the jacket tube 10 has holes 16 which are arranged one above the other in axial length. The pairs of holes 16 are offset in the 90 ° angle along the circumference of the jacket tube 10.
  • a screw 20 is guided through the jacket tube.
  • Fig. 4 shows, the bore 16 in the casing tube 10 through which the screw 20 is guided.
  • the ram tube 14 has a corresponding bore 22.
  • the screw 20 is secured in the ram tube 14 by a nut 24 with an underlying washer 26 and spring washer 28.
  • adjusting screws 18 are provided in the jacket tube, which allows alignment of the jacket tube 10 on the ram tube 14 prior to assembly of the fastening screws 20.
  • the locking screws 18 are arranged in the axial direction at approximately half the height between the fastening screws 20.
  • the locking screws have an angular distance of 90 ° along the circumference and are each arranged between a pair of fastening screws 20.
  • Fig. 5 shows the top plate 12 in a plan view.
  • the top plate 12 has a central aperture 30 with a diameter of about 200 mm.
  • through holes 32 are provided, through which an anchor bolt 35 is guided.
  • the anchor bolt 35 may be bolted to the top plate 12 (see. Fig. 1 ) and is used to attach the signal foot.
  • the illustrated Head plate 12 is provided for a signal foot with four mounting holes at a distance of 390 mm or 280 mm. However, it is also conceivable to provide more through holes for more anchor bolts.
  • the top plate 12 may be provided with eight through holes.
  • vent hole 33 is provided for the galvanizing.
  • Fig. 6 11 shows the top plate 12 in a view from below, with a total of eight gusset plates 34.
  • the gusset plates 34 are arranged at a smaller angular distance around the throughbore 32 and at a larger angular distance about the fastening bores 16.
  • anchor bolts 34 are welded to the top plate 12.
  • the signal foot adapter according to the invention for the large signal design can be provided with anchor bolts of dimension M24 and a distance of 390 mm.
  • the small tree shape is equipped with bolts of dimension M20 and a corresponding distance of 280 mm.
  • FIGS. 7 to 9 show two different configurations for the Signalfußadapter. For a better overview below the same components are provided with the same reference numerals.
  • Fig. 7 illustrated embodiment clearly shows the annular gap 38 between tube 14 and the sleeve 10.
  • the angular position of the sleeve 10 can be adjusted in an angular range of 1.3 °, so as to align the top plate 12 with the bolt 40 horizontally.
  • the in the FIGS. 7 and 8 shown sleeves differ in the design of the fastening bolts for the signal foot.
  • the fastening bolts 40 are screwed to the top plate 20 via a lock nut 42.
  • the signal foot (not shown) has a bore through which the bolt 40 extends.
  • a nut pair 44, 46 then secure the signal foot plate. This is a distance between the top plate and the base plate. The load is introduced via the bolt 40 in the top plate.
  • the design in the FIGS. 8 and 9 has a flat connection between the Signalfußplatte 48 and the top plate 12. Between both plates, a layer of a multi-metal steel is provided.
  • a multimetal steel is a metal polymer with ceramic and stainless filler combinations. After curing, the multimetal steel has a very high compressive strength and chemical resistance with long-term effect. This allows a hundred percent gap compensation in the range of 0 to 10 mm done positively. In contrast to a gluing, the multimetal can be released, for example, for maintenance work with a release agent.
  • the fastening bolts 50 are secured by a nut 52.
  • the multi-metal used in the connection between the top plate and the signal base plate can also be used to fill in the annular gap.
  • FIGS. 10 and 11 show a cantilever arm 54 which is connected via a bolt 56 to the top plate 12.
  • the spaced end of the cantilever arm 54 has four projecting bolts 58 which are provided for connection to the signal foot.
  • bolts 58 have a pair of lock nuts for clamping the Signalfußplatte.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Beverage Vending Machines With Cups, And Gas Or Electricity Vending Machines (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Liquid Developers In Electrophotography (AREA)
  • Silicon Polymers (AREA)
  • Control Of Eletrric Generators (AREA)
  • Control Of Motors That Do Not Use Commutators (AREA)

Claims (23)

  1. Dispositif pour la fondation de mâts signalétiques pour le trafic ferroviaire avec un conduit ou poteau, et avec un adaptateur de base de signal qui présente un manchon (10) avec des vis de fixation (20) et une plaque de recouvrement (12), dans lequel
    - le manchon (10) est prévu pour le raccordement avec le conduit (14) ou poteau à insérer dans le sol,
    - le manchon (10) présente dans la paroi circonférentielle des alésages (16) pour les vis de fixation (20), et
    - la plaque de recouvrement (12) présente des moyens (32) pour la fixation d'une base de signal du mât signalétique,
    caractérisé en ce que
    - le manchon présente des alésages le long de la circonférence, dans lesquels des vis de réglage (18) sont disposées, le diamètre interne du manchon étant supérieur au diamètre externe du conduit (14) ou du poteau de telle manière que dans une plage d'angles prédéterminée la position du manchon peut être réglée par rapport au conduit
    ou au poteau par le biais des vis de réglage (18) pour pouvoir aligner horizontalement la plaque de recouvrement (12), le jeu annulaire entre le manchon et le conduit ou poteau étant rempli à l'état aligné avec une masse de scellement, la partie du jeu annulaire se trouvant éloignée de la plaque de recouvrement étant isolée avec une pâte d'étanchéité du conduit ou du poteau et la plaque de recouvrement présentant au moins un alésage d'entrée (64) pour la masse de scellement au-dessus du jeu annulaire.
  2. Dispositif selon la revendication 1, caractérisé en ce que la plaque de recouvrement (12) forme la terminaison du manchon (10).
  3. Dispositif selon la revendication 2, caractérisé en ce que le manchon (10) présente le long de la circonférence quatre alésages pour des vis de réglage (18).
  4. Dispositif selon l'une des revendications 1 à 3, caractérisé en ce que le manchon (10) présente une longueur de 350 à 650 mm.
  5. Dispositif selon la revendication 4, caractérisé en ce que le manchon (10) présente une longueur de 500 mm.
  6. Dispositif selon la revendication 5, caractérisé en ce que des alésages (16) sont disposés par paires l'un au-dessus de l'autre dans la direction axiale du manchon (10).
  7. Dispositif selon l'une des revendications 1 à 6, caractérisé en ce que quatre paires d'alésages sont disposées à un écartement identique autour de la circonférence du manchon (10).
  8. Dispositif selon l'une des revendications 1 à 7, caractérisé en ce que la plaque de recouvrement (12) présente une perforation (30) centrale qui autorise une intervention à l'intérieur du manchon depuis l'extérieur.
  9. Dispositif selon la revendication 8, caractérisé en ce que la perforation (30) est disposée de manière centrale sur le manchon.
  10. Dispositif selon l'une des revendications 1 à 9, caractérisé en ce que la plaque de recouvrement (12) présente des alésages traversants (32) pour recevoir des vis (35), des vis (35) guidées à travers l'alésage (32) dépassant de la plaque de recouvrement pour le raccordement avec la base de signal.
  11. Dispositif selon la revendication 10, caractérisé en ce que les alésages traversants (32) dans la plaque de recouvrement (12) sont disposés de manière correspondante à des alésages de réception dans la base de signal.
  12. Dispositif selon la revendication 10 ou 11, caractérisé en ce que les alésages traversants (32) sont disposés dans un carré avec la longueur de côté de 390 mm ou 280 mm.
  13. Dispositif selon la revendication 12, caractérisé en ce que d'autres alésages traversants supplémentaires sont prévus pour recevoir des vis (35).
  14. Dispositif selon l'une des revendications 10 à 13, caractérisé en ce que les vis (35) pour la fixation de la base de signal sur l'adaptateur de base de signal sont maintenues dans la plaque de recouvrement (12) par le biais d'un écrou autobloquant et dépassent perpendiculairement de celle-ci.
  15. Dispositif selon l'une des revendications 1 à 14, caractérisé en ce que les boulons d'ancrage sont raccordés à la plaque de recouvrement (12).
  16. Dispositif selon l'une des revendications 1 à 15, caractérisé en ce que la plaque de recouvrement (12) est soutenue sur le manchon (10) par le biais de goussets de support en tôle (35).
  17. Dispositif selon l'une des revendications 1 à 16, caractérisé en ce que la masse de scellement présente un métal-polymère qui comprend des combinaisons de matières de remplissage céramiques et métalliques inoxydables sur la base de polymères.
  18. Dispositif selon l'une des revendications 1 à 17, caractérisé en ce qu'un bras en porte-à-faux est prévu qui est raccordé à l'extrémité à la plaque de recouvrement du manchon par le biais de boulons et présente dans une zone espacée des moyens pour la fixation de la base de signal.
  19. Dispositif selon la revendication 18, caractérisé en ce que le bras en porte-à-faux présente un profil en double T.
  20. Dispositif selon la revendication 19, caractérisé en ce que les alésages pour les boulons sont prévus dans les côtés de profil et, dans la zone d'alésage, des bandes sont disposées entre les côtés de profil.
  21. Procédé de fondation d'un mât signalétique pour le trafic ferroviaire avec les étapes de procédé suivantes :
    - un conduit (14) ou un poteau est inséré dans le sol,
    - un manchon avec une paroi circonférentielle et une plaque de recouvrement (12) est placé sur le conduit ou le poteau, le diamètre interne du manchon étant supérieur au diamètre externe du conduit ou du poteau,
    - le manchon est aligné par le biais de vis de réglage passant à travers la paroi circonférentielle par rapport au conduit ou au poteau, la plaque de recouvrement (12) pouvant être alignée horizontalement,
    - le manchon est fixé sur le conduit (14) ou poteau avec des vis de fixation (20),
    - le jeu annulaire entre le manchon et le conduit ou poteau est isolé à son extrémité inférieure à l'aide d'une pâte d'étanchéité et le jeu annulaire est rempli par le biais d'au moins une ouverture d'entrée (64) prévue dans la plaque de recouvrement avec une masse de scellement qui génère une liaison par adhérence entre la paroi interne du manchon et la paroi externe du poteau.
  22. Procédé selon la revendication 21, caractérisé en ce que la masse de scellement est un métal-polymère.
  23. Procédé selon la revendication 21 ou 22, caractérisé en ce que la plaque de recouvrement (12) est pourvue d'une couche d'un métal-polymère et une plaque d'assise du mât signalétique est placée à plat sur la plaque de recouvrement et est fixée sur la plaque de recouvrement par le biais de boulons qui passent à travers la plaque de recouvrement et la plaque d'assise.
EP05017468A 2004-10-02 2005-08-11 Dispositif pour fondation de mâts signalétiques Active EP1643056B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL05017468T PL1643056T3 (pl) 2004-10-02 2005-08-11 Urządzenie do fundamentowania słupów semaforowych

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102004048165A DE102004048165A1 (de) 2004-10-02 2004-10-02 Vorrichtung zur Gründung von Signalmasten

Publications (2)

Publication Number Publication Date
EP1643056A1 EP1643056A1 (fr) 2006-04-05
EP1643056B1 true EP1643056B1 (fr) 2009-11-11

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EP (1) EP1643056B1 (fr)
AT (1) ATE448374T1 (fr)
DE (2) DE102004048165A1 (fr)
DK (1) DK1643056T3 (fr)
PL (1) PL1643056T3 (fr)

Cited By (2)

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DE202015105834U1 (de) 2015-11-03 2017-02-06 Jähne GmbH für Produktinnovation Vorrichtung zur Verbindung eines Masts mit einem Mastsockel
DE202015106315U1 (de) 2015-11-19 2017-02-22 BBL Bahnbau Lüneburg GmbH Signal- oder Beleuchtungsmast

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DE202006018112U1 (de) 2006-11-29 2007-02-08 BBL Bahnbau Lüneburg GmbH Befestigungsvorrichtung für Signalmasten
GB2518135B (en) * 2013-07-18 2018-02-07 Francis & Lewis International Ltd A ground pile assembly
GB2561310B (en) * 2013-07-18 2019-04-10 Francis & Lewis International Ltd A Ground Pile Assembly
EP3228755A1 (fr) 2016-04-08 2017-10-11 Pipe & Piling Supplies Ltd Capuchon d'extrémité pour fixer une structure sur un pieu
DE202016005974U1 (de) 2016-06-17 2016-10-24 Heicon Service GmbH Vorrichtung zur Verbindung einer Rammpfahlgründung mit einem Tragwerk
CN107762245B (zh) * 2017-11-20 2023-05-26 长江勘测规划设计研究有限责任公司 一种用于隔离填土压力的杆塔保护装置及其安装方法
CN114457956A (zh) * 2022-01-12 2022-05-10 中建八局西南建设工程有限公司 一种大跨度异形钢混柱及其施工方法

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015105834U1 (de) 2015-11-03 2017-02-06 Jähne GmbH für Produktinnovation Vorrichtung zur Verbindung eines Masts mit einem Mastsockel
EP3165693A1 (fr) 2015-11-03 2017-05-10 Jähne GmbH für Produktinnovationen Dispositif basculant destiné à assembler un mât et son emplanture
DE202015106315U1 (de) 2015-11-19 2017-02-22 BBL Bahnbau Lüneburg GmbH Signal- oder Beleuchtungsmast

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EP1643056A1 (fr) 2006-04-05
DK1643056T3 (da) 2009-12-21
DE502005008474D1 (de) 2009-12-24
DE102004048165A1 (de) 2006-04-06
ATE448374T1 (de) 2009-11-15
PL1643056T3 (pl) 2010-06-30

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