EP1643056A1 - Dispositif pour fondation de mâts signalétiques - Google Patents

Dispositif pour fondation de mâts signalétiques Download PDF

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Publication number
EP1643056A1
EP1643056A1 EP05017468A EP05017468A EP1643056A1 EP 1643056 A1 EP1643056 A1 EP 1643056A1 EP 05017468 A EP05017468 A EP 05017468A EP 05017468 A EP05017468 A EP 05017468A EP 1643056 A1 EP1643056 A1 EP 1643056A1
Authority
EP
European Patent Office
Prior art keywords
sleeve
top plate
pile
pipe
signal
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.)
Granted
Application number
EP05017468A
Other languages
German (de)
English (en)
Other versions
EP1643056B1 (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
Original Assignee
Bbl Bahnbau Lueneburg GmbH
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Filing date
Publication date
Application filed by Bbl Bahnbau Lueneburg GmbH filed Critical Bbl Bahnbau Lueneburg GmbH
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
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04H12/22—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 anchoring 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.
  • the present invention has for its object to provide a device for the founding of signal masts, which provides a simple means reliable recording for the signal mast to be built.
  • 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 intended 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.
  • the position of the head plate can be adjusted and adjusted by tightening and loosening the set screws.
  • 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 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 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 / Sperr- and Vorsignalen with and without additional indication according to drawings S8000.5.4 and 58000.3.5 of the BZA Kunststoff from 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, sondem detachably connected 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.
  • the annular gap between the sleeve and pipe or pile is filled with a potting compound in the aligned state.
  • a potting compound for filling the annular gap, the part of the annular gap remote from the top plate is preferably sealed in the position aligned by the adjusting screws with a sealing compound opposite the tube or the post.
  • a metal polymer is preferably used which contains ceramic and stainless metal filler combinations based on polymers. Such metal and polymer combinations are also referred to as multimetal and produce a frictional connection.
  • the top plate may be provided with at least one inlet bore above the annular gap for the potting compound.
  • a cantilever arm is provided which is connected at one end via bolts to the top 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 25.
  • 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.
  • the annular gap is filled with a potting compound.
  • 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. If the potting compound is viscous, it can be dispensed with a sealing of the annular gap and subsequently only the leaked potting compound can be removed.
  • 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 signal foot adapter according to the invention with a jacket tube 10 embodied as a sleeve and a top plate 12 connected at the end to the jacket tube 10.
  • the jacket tube 10 is placed on a driven-in ramming 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 serves 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 shows the top plate 12 in a view from below, with a total of eight gussets 34.
  • the gussets 34 are arranged at a smaller angular distance around the through hole 32 and at a greater angular distance about the mounting holes sixteenth
  • 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.
  • Figures 8 to 10 show two different configurations for the Signalfußadapter. For a better overview below the same components are provided with the same reference numerals.
  • FIG. 8 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 the top plate 12 horizontally align with the bolt 40.
  • the sleeves shown in Figures 8 and 9 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 embodiment in FIGS. 9 and 10 in contrast has a flat connection between the signal base plate 48 and the top plate 12.
  • a layer of a multimetal steel is provided between the two plates.
  • Such 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.
  • Figures 11 and 12 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.
  • the bolts 58 shown in Fig. 11 have a pair of lock nuts for clamping the signal foot plate.

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

Family

ID=35045375

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05017468A Active EP1643056B1 (fr) 2004-10-02 2005-08-11 Dispositif pour fondation de mâts signalétiques

Country Status (5)

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

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1927698A2 (fr) 2006-11-29 2008-06-04 BBL Bahnbau Lüneburg GmbH Dispositif de fixation pour mâts de signalisation
EP3228755A1 (fr) 2016-04-08 2017-10-11 Pipe & Piling Supplies Ltd Capuchon d'extrémité pour fixer une structure sur un pieu
GB2537074B (en) * 2013-07-18 2017-10-18 Francis & Lewis Int Ltd A ground pile assembly
CN107762245A (zh) * 2017-11-20 2018-03-06 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
GB2561310A (en) * 2013-07-18 2018-10-10 Francis & Lewis International Ltd A Ground Pile Assembly
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

Families Citing this family (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
DE202015106315U1 (de) 2015-11-19 2017-02-22 BBL Bahnbau Lüneburg GmbH Signal- oder Beleuchtungsmast
DE202016005974U1 (de) 2016-06-17 2016-10-24 Heicon Service GmbH Vorrichtung zur Verbindung einer Rammpfahlgründung mit einem Tragwerk

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB351572A (en) * 1930-11-17 1931-07-02 British Power Railway Signal Co Ltd Improvements in light signals and in and relating to light signal systems
DE3014287A1 (de) 1980-04-15 1981-12-17 Trilux-Lenze Gmbh + Co Kg, 5760 Arnsberg Mastaufsatzvorrichtung fuer eine seitlich an einem mast anzuordnende leuchte
DE9005632U1 (de) 1990-05-17 1991-09-19 Siemens AG, 8000 München Gründungskörper für einen Mast
JPH0473381A (ja) 1990-07-13 1992-03-09 Nippon Chikou Kk 自立電柱及びその建柱工法
JPH0932006A (ja) 1995-07-20 1997-02-04 Tsuguhiko Watanabe 簡易照明灯の基礎
JP2002129778A (ja) * 2000-08-15 2002-05-09 Kawatetsu Techno Res Corp 鋼管柱基部構造体
DE10142399A1 (de) * 2001-08-30 2003-04-03 Krinner Innovation Gmbh Befestigungeinrichtung für eine rohrförmige Stange und Verwendung der Befestigungseinrichtung zum Aufstellen von Fahnenmasten

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2905414A (en) * 1953-12-28 1959-09-22 Frank P Zierden Christmas tree stand
FR2535361A1 (fr) * 1982-10-29 1984-05-04 Mousserolles Fonderies Atelier Embase pour poteau de signalisation
JP3464416B2 (ja) * 1999-08-26 2003-11-10 新日本製鐵株式会社 柱脚構造体およびその構築方法
ATE272522T1 (de) * 2001-04-04 2004-08-15 Schweizerische Bundesbahnen Sb Halterungseinrichtung für ein signal, insbesondere für ein eisenbahnsignal

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB351572A (en) * 1930-11-17 1931-07-02 British Power Railway Signal Co Ltd Improvements in light signals and in and relating to light signal systems
DE3014287A1 (de) 1980-04-15 1981-12-17 Trilux-Lenze Gmbh + Co Kg, 5760 Arnsberg Mastaufsatzvorrichtung fuer eine seitlich an einem mast anzuordnende leuchte
DE9005632U1 (de) 1990-05-17 1991-09-19 Siemens AG, 8000 München Gründungskörper für einen Mast
JPH0473381A (ja) 1990-07-13 1992-03-09 Nippon Chikou Kk 自立電柱及びその建柱工法
JPH0932006A (ja) 1995-07-20 1997-02-04 Tsuguhiko Watanabe 簡易照明灯の基礎
JP2002129778A (ja) * 2000-08-15 2002-05-09 Kawatetsu Techno Res Corp 鋼管柱基部構造体
DE10142399A1 (de) * 2001-08-30 2003-04-03 Krinner Innovation Gmbh Befestigungeinrichtung für eine rohrförmige Stange und Verwendung der Befestigungseinrichtung zum Aufstellen von Fahnenmasten

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 1997, no. 06 30 June 1997 (1997-06-30) *
PATENT ABSTRACTS OF JAPAN vol. 2002, no. 09 4 September 2002 (2002-09-04) *

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1927698A2 (fr) 2006-11-29 2008-06-04 BBL Bahnbau Lüneburg GmbH Dispositif de fixation pour mâts de signalisation
EP1927698A3 (fr) * 2006-11-29 2010-08-11 BBL Bahnbau Lüneburg GmbH Dispositif de fixation pour mâts de signalisation
GB2537074B (en) * 2013-07-18 2017-10-18 Francis & Lewis Int Ltd A ground pile assembly
GB2518135B (en) * 2013-07-18 2018-02-07 Francis & Lewis International Ltd A ground pile assembly
GB2561310A (en) * 2013-07-18 2018-10-10 Francis & Lewis International Ltd A Ground Pile Assembly
GB2555065B (en) * 2013-07-18 2018-11-21 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
CN107762245A (zh) * 2017-11-20 2018-03-06 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
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

Also Published As

Publication number Publication date
DK1643056T3 (da) 2009-12-21
DE502005008474D1 (de) 2009-12-24
DE102004048165A1 (de) 2006-04-06
ATE448374T1 (de) 2009-11-15
EP1643056B1 (fr) 2009-11-11
PL1643056T3 (pl) 2010-06-30

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