WO2009127632A1 - Quai doté d'un plan de circulation en matière synthétique - Google Patents

Quai doté d'un plan de circulation en matière synthétique Download PDF

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Publication number
WO2009127632A1
WO2009127632A1 PCT/EP2009/054414 EP2009054414W WO2009127632A1 WO 2009127632 A1 WO2009127632 A1 WO 2009127632A1 EP 2009054414 W EP2009054414 W EP 2009054414W WO 2009127632 A1 WO2009127632 A1 WO 2009127632A1
Authority
WO
WIPO (PCT)
Prior art keywords
running
structure according
plastic
plates
track
Prior art date
Application number
PCT/EP2009/054414
Other languages
German (de)
English (en)
Inventor
Reiner Wittig
Original Assignee
Frenzel-Bau Gmbh Plauen
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 Frenzel-Bau Gmbh Plauen filed Critical Frenzel-Bau Gmbh Plauen
Priority to DK09731725.9T priority Critical patent/DK2265767T3/en
Priority to EP09731725.9A priority patent/EP2265767B1/fr
Publication of WO2009127632A1 publication Critical patent/WO2009127632A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F1/00—Construction of station or like platforms or refuge islands or like islands in traffic areas, e.g. intersection or filling-station islands; Kerbs specially adapted for islands in traffic areas

Definitions

  • the invention relates to a platform according to the preamble of claim 1.
  • a first kit for platforms is known from the document DE 8809764 U1 or EP 0357161 B1. It shows a platform with essentially three basic elements. U-shaped concrete base, are set at fixed intervals parallel to the track but transverse to the track axis. On the vertical legs of the U-shaped concrete base then a front and a rear longitudinal beams are laid from base to base, which run parallel to the track. Subsequently, the longitudinal beams are covered from above with substantially rectangular platform slabs, which also referred to as run plates, accessible panels cover the longitudinal beams in the direction of the rail, to form an escape niche.
  • Such platform systems reduce the construction time of such a platform considerably compared to the fixed construction.
  • the platform can consist of steel or concrete or cast-in-situ concrete slabs, which are firmly connected to the longitudinal members by bolts.
  • a platform height adjustment it is envisaged to introduce spacer plates between the base and the longitudinal members.
  • the invention is based on the problem of further simplifying the known platform, at least to make the conversion easier and with less effort.
  • the well-known from the utility model DE 8809764 U1 platform is generally designed as Umsteigerbautechnik for track-guided traffic, especially on tracks, serving for passgaging levels, a useful for railway staff escape niche and running under the running level along the platform line line for supply media, said the Platform consists essentially of U-shaped, spaced to each other in the longitudinal direction track concrete bases on which a rear and a front side members are arranged and fixed in parallel and placed on these side rails running plates which form the running plane.
  • the running plates made of plastic or plastic composite building boards, preferably using recycled plastic, formed.
  • the changeover structure has running plates, which are completely made of plastic and have at least two integral ribs on the underside and these ribs are connectable to the longitudinal member.
  • the ribs of the running plate to be coupled in a further development of the invention with a fastening strip on the side rail.
  • the transitional structure with running plates made of plastic composite panels, which consist of a frame made of squared timbers and receive a plastic coating that can be nailed to the squared timbers, glued or screwed formed.
  • a plastic molded part which at the same time forms part of the surface of the running plate and on the track side the edge of the running plate, should be connected or connectable with the squared timbers.
  • a guide strip with a structured surface must be applied to the squared lumber parallel to the track side of the runner plates.
  • the run plates preferably have a colored plastic coating on the upper side.
  • the different areas of the surface of the running plane could be colored differently; For example, the area on the runway is black, the platform edge is gray, and the guide line is white.
  • the building has a running plane with essentially side by side and / or one behind the other arranged grid-like laying run plates.
  • the run plates have at the top slope to the side facing away from the track.
  • the treadplates have an attachable edge protector to the track (S)
  • the side members and running plates have recesses for entrances.
  • the longitudinal beams and bearing plates can be bolted or nailed together by component connector.
  • the side members have on their side facing the rotor plates a fastening strip made of plastic. This facilitates the fastening strip made of plastic.
  • the run plates should rest on the mounting rail and be anchored there to the side rail.
  • the longitudinal beams can be made as a beam made of glued laminated timber in the manner of laminated beams.
  • Figure 1 shows a first platform with track in section transverse to the track axis.
  • FIG. 2 shows a side member of the platform according to FIG. 1 in cross section
  • Fig. 3 is a plastic running plate in section with cutting position parallel to
  • Fig. 4 shows a second platform with running plate in plastic composite construction
  • FIG. 5 shows an edge of the lining of the running plate on the platform according to FIG. 4;
  • FIG. 6 shows the covering of the running plate in partial section on the platform according to FIG. 4;
  • FIG. Fig. 7 the covering of the running plate in partial section formed as guide strips on
  • a first changeover structure for example a platform 1 for track S, has a running plane formed by running plates 5.
  • FIGS. 1 to 3 The construction according to FIGS. 1 to 3 consists of the following elements:
  • the base 3 carry two spaced longitudinal beams 4 made of concrete,
  • the longitudinal members 4 have a cast-in nail strip or fastening strip 41 made of plastic,
  • the run plates 5 are formed as plastic plate bars 50, 51 with edge protection 52 made of recycled plastic and are transverse to the axial direction of the track S; they have either finished slip-resistant surface 50 and an integral guide strip or are made in situ with adhesive pad.
  • the skilled artisan uses recycled rubber.
  • the ribs 51 of the running plate 50 are nailed or screwed by means of connectors 53 on the fastening strip 41.
  • each system 1 can be executed both with concrete longitudinal beams 4 and with glulam beams as longitudinal members.
  • the second design of the transfer consists of FIGS. 4 - 7, for example:
  • the plastic covering made of recycled plastic preferably has three-color elements:
  • Corner element 63 as platform edge to the track with non-slip surface color light gray or white;
  • the platform has a frost-free foundation 20.
  • u-shaped concrete base 30 are arranged, which serve the Auflagerung of longitudinal members 40.
  • the running plates are bolted or nailed to the supports via connectors 41.
  • the longitudinal beams 40 may be made of glued laminated timber and are protected against moisture by surface treatment.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

L'invention concerne un ouvrage d'embarquement-débarquement pour le transport ferroviaire, en particulier sur rails, doté d'un plan de circulation, d'un renfoncement d'alignement et d'une goulotte pour conducteur, le quai étant formé de socles avant et arrière en béton, essentiellement en forme de U et disposés à distance mutuelle dans le sens de la longueur de la voie, de supports longitudinaux aptes à être fixés parallèlement sur les socles en béton et de plaques de circulation qui peuvent être placées sur les supports longitudinaux et transversalement par rapport à ceux-ci, les plaques de circulation étant réalisées en matière synthétique ou en plaques de montage en composite de matière synthétique et/ou les supports longitudinaux étant configurés comme poutres en lamellé-collé.
PCT/EP2009/054414 2008-04-14 2009-04-14 Quai doté d'un plan de circulation en matière synthétique WO2009127632A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DK09731725.9T DK2265767T3 (en) 2008-04-14 2009-04-14 Perron with a time plan plastic
EP09731725.9A EP2265767B1 (fr) 2008-04-14 2009-04-14 Quai dote d'un plan de circulation en matiere synthetique

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008018994.4 2008-04-14
DE102008018994 2008-04-14

Publications (1)

Publication Number Publication Date
WO2009127632A1 true WO2009127632A1 (fr) 2009-10-22

Family

ID=40935712

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2009/054414 WO2009127632A1 (fr) 2008-04-14 2009-04-14 Quai doté d'un plan de circulation en matière synthétique

Country Status (3)

Country Link
EP (1) EP2265767B1 (fr)
DK (1) DK2265767T3 (fr)
WO (1) WO2009127632A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8809764U1 (fr) * 1988-08-01 1988-10-20 Otto Frenzel, Bauunternehmen, 3222 Freden, De
DE4308748A1 (de) * 1992-10-15 1994-04-21 Stelcon Ag Bahnsteig
DE19818338C1 (de) * 1997-04-04 1999-11-11 Hans Seib Bahnsteigsystem und Verfahren zur Erstellung eines Bahnsteiges
AT408999B (de) * 1995-06-08 2002-04-25 Porr Allg Bauges Bahnsteig
EP1371781A1 (fr) * 2002-06-10 2003-12-17 Karl-Heinz Winter Système modulaire pour quai de gare

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8809764U1 (fr) * 1988-08-01 1988-10-20 Otto Frenzel, Bauunternehmen, 3222 Freden, De
DE4308748A1 (de) * 1992-10-15 1994-04-21 Stelcon Ag Bahnsteig
AT408999B (de) * 1995-06-08 2002-04-25 Porr Allg Bauges Bahnsteig
DE19818338C1 (de) * 1997-04-04 1999-11-11 Hans Seib Bahnsteigsystem und Verfahren zur Erstellung eines Bahnsteiges
EP1371781A1 (fr) * 2002-06-10 2003-12-17 Karl-Heinz Winter Système modulaire pour quai de gare

Also Published As

Publication number Publication date
DK2265767T3 (en) 2016-04-25
EP2265767B1 (fr) 2016-02-17
EP2265767A1 (fr) 2010-12-29

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