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EP0756657B1 - Utilisation des plateaux en forme d'auge pour l'assemblage rapide d'un petit quai - Google Patents

Utilisation des plateaux en forme d'auge pour l'assemblage rapide d'un petit quai Download PDF

Info

Publication number
EP0756657B1
EP0756657B1 EP96904815A EP96904815A EP0756657B1 EP 0756657 B1 EP0756657 B1 EP 0756657B1 EP 96904815 A EP96904815 A EP 96904815A EP 96904815 A EP96904815 A EP 96904815A EP 0756657 B1 EP0756657 B1 EP 0756657B1
Authority
EP
European Patent Office
Prior art keywords
platform
longitudinal supports
use according
leg portions
trough
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
EP96904815A
Other languages
German (de)
English (en)
Other versions
EP0756657A1 (fr
Inventor
Jürgen Frenzel
Reiner Wittig
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.)
OTTO FRENZEL BAUUNTERNEHMEN
Original Assignee
OTTO FRENZEL BAUUNTERNEHMEN
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 OTTO FRENZEL BAUUNTERNEHMEN filed Critical OTTO FRENZEL BAUUNTERNEHMEN
Publication of EP0756657A1 publication Critical patent/EP0756657A1/fr
Application granted granted Critical
Publication of EP0756657B1 publication Critical patent/EP0756657B1/fr
Anticipated expiration legal-status Critical
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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 the use of trough-shaped side members for quick assembly of a small platform.
  • EP-A 0 357 161 describes at least partially prefabricated concrete parts existing platform described. There rest across Platform longitudinal axis spaced U-shaped Concrete bases parallel to each other, extending in the longitudinal direction of the platform Side member. On these, running plates are arranged that cross the side members cover and between which there are joints to be cast. The Side members have a rectangular cross section and are only over the Running plates or connected to each other via the U-shaped concrete base.
  • From the document DE-B-2 336 411 is a structure for bridges or the like, consisting of extending in the longitudinal direction of the bridge, over the entire width of the structure close to the precast girders with one after open V-profile at the top or a trapezoidal profile open at the top with upwards divergent legs made of reinforced or prestressed concrete and one over the Precast beams, using the precast beams closing cover plates and rigid with the precast beams connected in-situ concrete roadway slab, the structure is without cross beams and extends across the entire width of the structure Has in-situ concrete slab, which lies side by side in the joint area Have precast beams between which are designed as formwork elements Reach through the cover plates to the upper leg ends of the precast beams.
  • the prefabricated girders should together with the covering plate Orthotropic plate, i.e. form a one-piece, rigid construction. On such a structure requires a relatively long construction time. For a platform is the structure is overdetermined and technically complex.
  • the present invention is therefore based on the problem, a solution to find where you can get by with smaller concrete bases, the number of necessary concrete base reduced, the installation and alignment of the platform facilitated and quick assembly of small platforms.
  • Reinforced concrete parts are essentially used according to the invention, namely foundation bases, trough-shaped side members and running plates.
  • the trough-shaped side members have a cross section that consists of an approximately horizontal base part and starting from these, upwards extending and outwardly inclined leg parts.
  • the Leg parts have an inclination of greater than 45 ° for reasons of load, preferably about 60 ° to the horizontal.
  • the ends of the base parts such longitudinal members each rest on a foundation base.
  • the top Sides of the leg parts form a horizontal and support each other running plates extending transversely to the side member. With one for execution provided example is the width of the running plate between two tracks about 3 m.
  • the length of a running plate in the direction of the central axis of the platform is about 2.5 m.
  • a trough-shaped carrier has a length of about 5 m, making it two Treads supported.
  • the trough-shaped girders can also be used on platforms are, the width of which is determined by two running plates arranged side by side one or two trough-shaped carriers is formed. In this case too Reducing the number of foundation bases may be beneficial. Can also trough-shaped girders also used for platforms lying next to a track become. As far as the terrain formation and the one defined by the railway operator Platform height allows this, the trough shape of the carrier also grants one Escape niche under the running plates, which can be designed to be larger than with running plates resting on parallel longitudinal beams
  • Fig. 1 shows the use according to the invention on a platform on a rocky underground.
  • a Sub-foundation 1 made of lean concrete and as far as possible with respect to Height and direction relative to the tracks, of which only one rail 11 and 12 is aligned.
  • a sub-foundation can also be erected on the head of a bored pile or be formed as a larger base from lean concrete.
  • a prefabricated foundation base 2 is made from the sub-foundation 1 Reinforced concrete.
  • the foundation base 2 is aligned more precisely.
  • the Foundation base 2 is provided with a central blind hole 22. This serves i.a. the anchoring of the foundation base 2 via elastic bearings 21 resting trough-shaped side members 3.
  • the hole 22 can also the foot of lamp masts 44 or masts for a roof over the platform take up.
  • the ends of the trough-shaped rest on the foundation bases 2 Beam 3, the distance between two adjacent foundation bases 2nd spanning.
  • the carriers 3 consist of an approximately horizontal base part 31 the ends of which rest on the foundation bases 2.
  • At the ends of the Base part 31 is approximately rectangular recesses 34 (see Fig. 3) surround the hole 22 of the foundation base 2.
  • In the cross section of the side member 3 go from the base part 31 rising outwardly inclined leg parts 32, 33 out.
  • the leg parts extend to the running plates 4.
  • a preferred angle for the inclination of the leg parts over the Horizontal is an angle of 60 °.
  • other angles are not locked out.
  • the side member can also be designed asymmetrically what, for example, for platforms to be arranged on the side of a double track Can be an advantage.
  • Running plates 4 are arranged between the top ends of the Leg parts 32, 33 and the running plates 4 . Also between the top ends of the Leg parts 32, 33 and the running plates 4 can not shown elastic Bearings are arranged.
  • the running plates 4 preferably extend in particular at Center platforms in one piece from one platform edge 41 to the other Platform edge.
  • the running plates have one side on their underside metallic suitable for grounding - not shown - connection socket for the Connection of the running plates to each other.
  • the running plates 4 are with a gradient of 1.5% to 2% in the transverse direction of the platform. This can be achieved in that the length one leg part smaller than that of the other Thigh part is relative and that its upper sides have a corresponding inclination have to the base part, so that the overlying running plate 4 the desired Slope to a platform edge.
  • the execution of this measure is on not shown in the accompanying drawings.
  • the laying of the running plates 4 is carried out in such a way that between two Plates a narrow gap remains. They can also play against each other locking connecting elements are provided.
  • the gap in the Spacer joints 43 are sealed with a sealing compound if necessary locked.
  • Installation openings 42 can be made in one or more of the running plates 4 be provided. This can be used, for example, to connect the lamps respectively.
  • the interior of the trough-shaped carrier can also other installation lines, not shown, for various purposes contain.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Lock And Its Accessories (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Input Circuits Of Receivers And Coupling Of Receivers And Audio Equipment (AREA)
  • Radar Systems Or Details Thereof (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Bridges Or Land Bridges (AREA)
  • Gloves (AREA)
  • Railway Tracks (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Claims (6)

  1. Utilisation de longrines (3) en forme d'auge permettant le montage rapide d'un petit quai avec des socles de fondation (2) sous forme d'éléments préfabriqués en béton disposés dans la direction de l'axe longitudinal du quai, espacés l'un par rapport à l'autre, et sur lesquels reposent les longrines (3), dont la longueur correspond environ à l'écart entre deux socles de fondation (2), des plaques de circulation (4), espacées de manière à former des joints et recouvrant transversalement les longrines (3) en les enjambant du moins d'un côté, y étant disposées, les longrines (3) en forme d'auge ayant une coupe transversale constituée d'un élément de base (31) horizontal duquel s'étendent en hauteur des montants (32, 33) inclinés vers l'extérieur pour former une niche de refuge agrandie, lesdits montants étant inclinés d'un angle supérieur à 45° par rapport à l'horizontale, chacune des extrémités de l'élément de base (31) étant placée sur un socle de fondation (2) particulier et les plaques de circulation (4) formant avec les longrines une légère inclinaison vers la bordure du quai.
  2. Utilisation selon la revendication 1, caractérisée en ce que les montants (32, 33) des longrines sont inclinés d'un angle d'environ 45° - 70° par rapport à l'horizontale.
  3. Utilisation selon la revendication 2, caractérisée en ce que les montants (32, 33) des longrines sont de préférence inclinés d'un angle d'environ 60° par rapport à l'horizontale.
  4. Utilisation selon les revendications 1 à 3, plus particulièrement quai intermédiaire, caractérisée en ce que des plaques de circulation (4), formant chacune d'une pièce la largeur totale du quai, sont disposées sur une longrine (3) en forme d'auge.
  5. Utilisation selon une ou plusieurs des revendications 1 à 4, caractérisée en ce que deux plaques de circulation (4) sont disposées sur une longrine (3) en forme d'auge ou sur deux longrines (3) parallèles.
  6. Utilisation selon l'une des revendications 1 à 5, caractérisée en ce que la longueur des montants (32, 33) diffère et/ou que leur côté supérieur est incliné par rapport à l'élément de base (31) de telle sorte que la plaque de circulation (4) est disposée de manière à s'incliner légèrement vers l'une des bordures de quai.
EP96904815A 1995-02-17 1996-02-16 Utilisation des plateaux en forme d'auge pour l'assemblage rapide d'un petit quai Expired - Lifetime EP0756657B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE29503328U DE29503328U1 (de) 1995-02-17 1995-02-17 Bahnsteig
DE29503328U 1995-02-17
PCT/EP1996/000682 WO1996025558A1 (fr) 1995-02-17 1996-02-16 Quai

Publications (2)

Publication Number Publication Date
EP0756657A1 EP0756657A1 (fr) 1997-02-05
EP0756657B1 true EP0756657B1 (fr) 2001-05-09

Family

ID=8004593

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96904815A Expired - Lifetime EP0756657B1 (fr) 1995-02-17 1996-02-16 Utilisation des plateaux en forme d'auge pour l'assemblage rapide d'un petit quai

Country Status (8)

Country Link
EP (1) EP0756657B1 (fr)
AT (1) ATE201076T1 (fr)
CZ (1) CZ5762U1 (fr)
DE (2) DE29503328U1 (fr)
HU (1) HU9602790D0 (fr)
PL (1) PL58270Y1 (fr)
SK (1) SK1511U (fr)
WO (1) WO1996025558A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19641800A1 (de) * 1996-10-10 1998-04-23 Hering Gmbh & Co Kg Verwaltung Modularer Bahnsteigbausatz
DE19855511A1 (de) * 1998-10-17 2000-05-04 Euka Gmbh Ingenieur Consulting Fertigbausatz für die Erstellung einer Plattform, insbesondere eines Bahnsteiges
DE202005005445U1 (de) * 2005-04-01 2005-07-07 Msb-Management Gmbh Bahnsteig mit Überdachung
KR101502496B1 (ko) * 2013-05-31 2015-03-13 아이에스동서 주식회사 조립식 철도승강장

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2520105A1 (de) * 1975-05-06 1976-11-18 Richard Dipl Ing Laumer Stahlbetonelement fuer verbundkonstruktionen
DE2932036A1 (de) * 1979-08-07 1981-02-26 Sager & Woerner Mehrfeldriges tragwerk fuer bruecken o.dgl. aus stahl- oder spannbeton
FR2616166B1 (fr) * 1987-06-04 1990-10-19 Sogelerg Pont a ossature mixte et son procede de construction
DE58902550D1 (de) * 1988-08-01 1992-12-03 Frenzel Otto Bauunternehmen Bahnsteig.
DE4135445C2 (de) * 1991-10-23 1995-12-14 Frenzel Otto Bauunternehmen Bahnsteigkante

Also Published As

Publication number Publication date
CZ5762U1 (cs) 1997-02-24
EP0756657A1 (fr) 1997-02-05
SK1511U (sk) 1997-06-04
PL58270Y1 (en) 2000-12-29
WO1996025558A1 (fr) 1996-08-22
DE59606868D1 (de) 2001-06-13
DE29503328U1 (de) 1995-04-13
PL105650U1 (en) 1997-03-17
ATE201076T1 (de) 2001-05-15
HU9602790D0 (en) 1996-11-28

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