EP2279301B1 - Quai ferroviaire avec parapet en beton - Google Patents
Quai ferroviaire avec parapet en beton Download PDFInfo
- Publication number
- EP2279301B1 EP2279301B1 EP09731744.0A EP09731744A EP2279301B1 EP 2279301 B1 EP2279301 B1 EP 2279301B1 EP 09731744 A EP09731744 A EP 09731744A EP 2279301 B1 EP2279301 B1 EP 2279301B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- walkway
- structure according
- interchange structure
- panels
- platform
- 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.)
- Not-in-force
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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.
- EP 0357161 B1 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 placed 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.
- platform systems reduce the construction time of such a platform considerably compared to the fixed construction.
- the platform may consist of steel or concrete or cast-in-place slabs, which are firmly connected to the side rails by bolts.
- German utility model DE 20 2005 005 445 U1 discloses a platform with a roof, which has the features of the preamble of claim 1.
- the platform has a concrete base, which has a receptacle for a longitudinal beam. On the longitudinal beams turn plates are placed.
- the concrete base has a receptacle for a Wall disc, wherein the wall plate is provided as an integrated fall protection.
- the base of the wall plate in the concrete base is designed as a connection between the concrete base and wall plate and also serves as a static reinforcement of the concrete base.
- parapet or guardrail or handrails for fall protection can be attached to the back of the platform, to the runners directly or via steel mounting brackets. The same applies to platform furniture.
- the invention is based on the problem of further simplifying the known platform.
- the for itself from the utility model DE 8809764 U1 known platform is generally designed as Umsteigerbautechnik for track-guided traffic, especially on tracks, serving for a passenger level, an escape niche and running along the plane along the platform cable line for supply media, the platform essentially from U-shaped, to each other in the track longitudinal direction spaced concrete bases consists, on which a rear and a front side member are arranged and fixed in parallel and are placed on these side rails running plates which form the running plane.
- Such a platform is inventively supplemented by the fact that the rear side member projects beyond the running plate and has an integral, molded, vertical, towering balustrade.
- This parapet can be integrally formed on all longitudinal beams in the factory and be constructed as usual from reinforced concrete or prestressed concrete.
- An advantage of this invention is that such a parapet already arises with the arrangement of the rear side member and not retrospective steel angle must be screwed, then welded to the handrail or screwed. Even alternatives, such as the drilling of the running plate or the like to build a handrail or parapet are superfluous.
- anchor points can be provided in this parapet, extending upwards and cast, into which connectors for a handrail which is plugged or welded on can then be provided.
- Such armor can not be destroyed by vandalism and saves a lot of working hours in the construction of fall protection.
- the runners and the side members are designed so that the running plane, the platform surface, has a gradient designed for the back of the platform for the flow of precipitation.
- the platform structure can be designed such that the running plates and the parapet form a gap with each other, into which a drainage channel can then be inserted. At the points where the running plate ends according to their type and width, then the water can be discharged under the platform.
- the run plates are arranged in a grid like side by side or one behind the other and thus form the entire tread or running level of the transfer building.
- the run plates should have a dyeable structural concrete at the top or be assignable with special plates.
- These special panels include an attachable edge protection but also a Blindleitst Shape if necessary with appropriate mosaic, so that the guide strip is palpable. Also, in addition to the guide lines in the tread still a warning light or a.
- a running plate can also be provided with a Einstig for any maintenance, so that the cavity of the platform does not have to be committed over the entire length of the head side.
- Fig. 1 shows a Umsteigerbautechnik 1, here a platform, next to a single-track railway line S.
- the design is also suitable for bus stops or loading ramps.
- the platform 1 has a railing 91 provided with balustrade 9, shown in section across the track. Shown is a front side member 8 on the base part 6 of the U-shaped concrete base 7, which rests on an antifreeze layer 5.
- the rear side member 8 has an integral shape with a parapet 9 on the one hand and a groove on its underside with a snug fit for the spring-like boss 61 of the base 6.
- the grid-shaped running plate 2 which has a slope G for a water drain and the front side member 3 far surmounted to the track S out.
- the running plates 2 may be molded instead of concrete and recycled plastic, preferably corresponding recycled rubber is used. Such run plates are easy and easy to replace if they are damaged. Irrespective of this, plastic running plates may be used as integrally formed non-slip surfaces and / or integrally formed guide strips.
- the advantage of this design is that the parapet can also be used as a mounting surface for platform equipment not shown, such as benches, decorative rear walls, advertising space, shelters, showcases, lamps, etc. This construction can also be retrofitted at any time with the well-known platforms according to EP 0 357 161 B1 combine.
- Fig. 2 shows at a similar platform 10 the side member 80, as an alternative to the side member 8 in Fig. 1 in enlarged section with parapet 19 and arranged thereon handrail 91.
- the side member 80 is fixed here with connector 62 on base 6 '.
- the running plate 2 'with slope g has the parapet on a gap in the one hand, the connector 62 is accessible from above and on the other hand, this gap is covered by a drainage channel 21, not shown gradient.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Claims (10)
- Ouvrage de quai ferroviaire pour circulation sur voie, se présentant en particulier sous forme de quai (1,10) sur des voies, comportant un plan de circulation, une niche de maintenance et un chemin de câbles, l'ouvrage de quai ferroviaire présentant plusieurs socles en béton en forme de U (7) espacées les uns des autres dans le sens longitudinal de la voie, chaque socle en béton en forme de U (7) présentant un élément de socle (4) disposé du coté tourné vers les voies (S) et appelé également élément de socle avant (4) et un élément de socle 6, 6') disposé du côté détourné des voies et appelé également élément de socle arrière (6, 6')
caractérisé en ce que
le chemin de câbles est réalisé sous le plan de circulation entre les éléments de socles avant et arrière (4, 6, 6'), étant disposé, sur un élément de socle avant (4), un longeron avant pouvant être fixé (3) et sur l'élément de socle arrière (6, 6') un longeron arrière pouvant être fixé (8, 80), et les longerons indiqués (3, 8, 80) étant orientés parallèlement et des plateaux de circulation (2, 2') pouvant être placés transversalement à ces longerons (3, 8, 80) étant disposés sur les longerons (3, 8, 80), le longeron arrière (8, 80) dépassant des plateaux de circulation (2, 2') et présentant un parapet (9) proéminent verticalement et en faisant partie intégrante. - Ouvrage de quai ferroviaire selon la revendication 1, caractérisé en ce que le plan de circulation est constitué des plateaux de circulation (2, 2') disposés sensiblement suivant un quadrillage et pouvant être juxtaposés et/ou posés les uns derrière les autres.
- Ouvrage de quai ferroviaire selon la revendication 1 ou 2, caractérisé en ce que les plateaux de circulation (2, 2') présentent sur leur face supérieure une pente en direction du côté détourné de la voie.
- Ouvrage de quai ferroviaire selon une des revendications 1 à 3, caractérisé en ce que les plateaux de circulation (2, 2') comportent sur leur face supérieure un béton structuré teinté.
- Ouvrage de quai ferroviaire selon une des revendications précédentes, caractérisé en ce les plateaux de circulation (2, 2') sont fabriqués en plastique ou à partir de plaques composites de plastique.
- Ouvrage de quai ferroviaire selon la revendication 1, caractérisé en ce que les plateaux de circulation (2, 2') présentent une protection des bords pouvant être fixée en direction de la voie (S).
- Ouvrage de quai ferroviaire selon une des revendications 1 à 5, caractérisé en ce que les longerons (3, 8, 80) et les plateaux de circulation (2, 2') présentent des échancrures pour les boulons d'ancrage, les accès, les rigoles d'évacuation d'eau (21) et les connecteurs de pièces de construction (62).
- Ouvrage de quai ferroviaire selon une des revendications précédentes, caractérisé en ce que le longeron arrière (8, 80) peut, sur son côté détourné du socle en béton, être connecté à celui-ci en correspondance géométrique suivant le principe de la rainure/languette (61).
- Ouvrage de quai ferroviaire selon une des revendications précédentes, caractérisé en ce que, entre le plateau de circulation (2, 2') et le parapet (9), une rigole d'évacuation d'eau (21) est disposée.
- Ouvrage de quai ferroviaire selon une des revendications précédentes, caractérisé en ce que le parapet (9) est plus court que les longerons (8, 80) dans le sens longitudinal du quai.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008018993 | 2008-04-14 | ||
PCT/EP2009/054415 WO2009127633A1 (fr) | 2008-04-14 | 2009-04-14 | Quai ferroviaire avec parapet en béton |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2279301A1 EP2279301A1 (fr) | 2011-02-02 |
EP2279301B1 true EP2279301B1 (fr) | 2016-03-16 |
Family
ID=40942442
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09731744.0A Not-in-force EP2279301B1 (fr) | 2008-04-14 | 2009-04-14 | Quai ferroviaire avec parapet en beton |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2279301B1 (fr) |
DK (1) | DK2279301T3 (fr) |
WO (1) | WO2009127633A1 (fr) |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE58902550D1 (de) * | 1988-08-01 | 1992-12-03 | Frenzel Otto Bauunternehmen | Bahnsteig. |
DE202005005445U1 (de) * | 2005-04-01 | 2005-07-07 | Msb-Management Gmbh | Bahnsteig mit Überdachung |
-
2009
- 2009-04-14 EP EP09731744.0A patent/EP2279301B1/fr not_active Not-in-force
- 2009-04-14 WO PCT/EP2009/054415 patent/WO2009127633A1/fr active Application Filing
- 2009-04-14 DK DK09731744.0T patent/DK2279301T3/en active
Also Published As
Publication number | Publication date |
---|---|
DK2279301T3 (en) | 2016-06-13 |
WO2009127633A1 (fr) | 2009-10-22 |
EP2279301A1 (fr) | 2011-02-02 |
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