EP1939357A1 - Construction de superstructure de niveau sur le sol en terre en tant que trottoir ou route, en particulier un quai - Google Patents

Construction de superstructure de niveau sur le sol en terre en tant que trottoir ou route, en particulier un quai Download PDF

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Publication number
EP1939357A1
EP1939357A1 EP07024090A EP07024090A EP1939357A1 EP 1939357 A1 EP1939357 A1 EP 1939357A1 EP 07024090 A EP07024090 A EP 07024090A EP 07024090 A EP07024090 A EP 07024090A EP 1939357 A1 EP1939357 A1 EP 1939357A1
Authority
EP
European Patent Office
Prior art keywords
steel
plates
elements
superstructure according
support elements
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
EP07024090A
Other languages
German (de)
English (en)
Other versions
EP1939357B1 (fr
Inventor
Ralf Zürcher
Harry Zürcher
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1939357A1 publication Critical patent/EP1939357A1/fr
Application granted granted Critical
Publication of EP1939357B1 publication Critical patent/EP1939357B1/fr
Not-in-force legal-status Critical Current
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 a flat superstructure above the ground as walking and driving, in particular platform, according to the preamble of claim 1.
  • planar superstructure according to the invention can also be used elsewhere, namely wherever a flat surface is to be created in a technically simple manner.
  • Platforms consist of a special superstructure. For this purpose, initially in so-called quiver foundations vertical steel columns are arranged, which have at a distance above the ground horizontal steel beams. These steel beams are arranged parallel to each other and define a plane. On these steel girders of these prefabricated platforms mounted concrete slabs, which are assembled or installed on site to the platform. On these concrete slabs rest then the small plates, which define the walking and driving way.
  • the invention has for its object to provide a flat About Construct above the ground as well as walking track, in particular platform, the aforementioned kind which is generally technically simple and inexpensive.
  • the steel construction according to the invention can be carried out with prefabrication in the millimeter range.
  • elements in the form of intermediate elements for the plates are mounted on these steel substructure elements, thereby a technically very easy way is created to lay the walking and driving path forming plates.
  • tile coverings made of concrete, artificial stone, plastic or other composites can be used.
  • the superstructure according to the invention above the ground, in particular platform represents a completely new type of covering of any kind. Due to the fast installation option and the high degree of prefabrication, considerable savings in wages and materials are possible.
  • the surface water precipitation or condensation water
  • a first variant of the steel substructures proposes according to claim 2 planar steel plates. These steel plates can be relatively thin and are placed on the steel beams.
  • a second variant provides according to claim 3 that the substructure elements are formed by elongated steel profiles. These steel profiles have between them preferably equal distances and are aligned parallel to each other. Preferably, these steel profiles are perpendicular to the underlying steel beam. These elongated steel profiles may have a suitable cross-sectional shape. Preferably, they are trapezoidal, wherein the support elements are mounted on the top of these steel profiles.
  • the steel profiles can be solid. But it is also preferably conceivable that it is hollow body profiles.
  • the support elements can be formed selectively, d. H. it is at the support elements to bodies which are mounted on the steel plates or on the steel profiles. In particular, these may be flat bodies.
  • the development according to claim 4 proposes that these individual support elements define by appropriate connecting elements a net-like structure, so that a total of a profile network is created.
  • the support elements made of plastic, such as neoprene.
  • the development according to claim 6 proposes ways to attach the support elements on the steel plate or on the steel beam.
  • the steel plates and the steel beams have openings in which the support elements are fixed.
  • the support elements can be clipped.
  • the underside of the support elements on a locking device instead, it is also possible to screw the support elements in the holes of the steel plate or the steel beam.
  • the support elements are connected by means of a simple plug connection or by means of a standard screw with the prefabricated steel plates or steel beams.
  • a preferred development according to claim 8 proposes that the plates can be heated by means of a heating device. This creates a heated platform with heated plates.
  • the precast platform is equipped with a heating system.
  • the water can no longer be on the surface as a snow deposit or as an ice to danger.
  • the previously very costly free-hold work during the winter months are greatly reduced and ideally completely avoided. The consequence of this is enormous cost savings for the operators of the platform systems.
  • the heating device can be formed according to the embodiment in claim 9 by heating elements, which are located below the plates. Preferably, these are heating mats. These can be inserted into the network formed by the support elements.
  • the heating device is formed by heating wires which extend within the plates. This heats the plates directly.
  • the platform as in a first embodiment in Fig. 1 to 5 is shown, has a foundation 1 in the form of a so-called Köcherfundaments in the ground 2.
  • this foundation 1 vertical steel columns 3 are arranged.
  • These steel supports 3 carry horizontal steel beams 4.
  • a plurality of such steel beams 4 are arranged parallel to each other over the steel supports 3 at a distance above the ground 2.
  • steel plates 5 are laid, as in particular in Fig. 1 is recognizable. These steel plates 5 are provided with holes 6 in the manner of a matrix.
  • support elements 7 are attached on the steel plates 5 . These are designed as flat plates and are made of plastic. On the underside, these support elements 7 as Einklips drove a mounting arbor 8. This means that the support elements 7 are inserted with their mounting arbor 8 in the holes 6, so that they engage accordingly.
  • the support elements 7 are interconnected by webs 9 firmly together and thus define a grid-like network. This grid-like network can be placed in its entirety on the substructure, which considerably simplifies the assembly.
  • a heater This consists of plate-like heating elements 11, which are placed in the grid of the support elements 7 / connecting webs 9. By heating the heating elements 11 melts on the plates 10 befind Anlagen snow or ice, so that the water between adjacent plates 10 drops down and can be removed. Similarly, rainwater or condensation water is discharged.
  • the variant in Fig. 6 differs from the embodiment in Fig. 1 to 5 in that instead of the heating elements 11 heating wires 12 are provided, which in the Plates are embedded. These heat equally the plates 10, as the heating elements 11th
  • FIGS. 7 and 8 differs from the embodiment in Fig. 1 to 5 in that instead of the steel plate 5 steel profiles 13 are provided. These steel profiles 13 are parallel to each other on the steel beams 4, and that these are aligned perpendicular to each other. These steel sections 13 are formed as trapezoidal sheets. On their tops are equally holes 6 for clipping the support elements. 7
  • a heater with heating elements 11 is provided between the plates 10 and the steel profiles 13.
  • the embodiment in Fig. 9 finally differs from the embodiment in the FIGS. 7 and 8 in that instead of the heating elements 11 heating wires 12 are provided, which are embedded in the plates 10 (as in the embodiment in FIG Fig. 6 ).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Motorcycle And Bicycle Frame (AREA)
  • Ladders (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Bridges Or Land Bridges (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
EP07024090A 2006-12-22 2007-12-12 Construction de superstructure de niveau sur le sol en terre en tant que trottoir ou route, en particulier un quai Not-in-force EP1939357B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006060852A DE102006060852B4 (de) 2006-12-22 2006-12-22 Ebene Überbaukonstruktion über dem Erdboden als Geh- sowie Fahrweg, insbesondere Bahnsteig

Publications (2)

Publication Number Publication Date
EP1939357A1 true EP1939357A1 (fr) 2008-07-02
EP1939357B1 EP1939357B1 (fr) 2009-09-09

Family

ID=39271633

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07024090A Not-in-force EP1939357B1 (fr) 2006-12-22 2007-12-12 Construction de superstructure de niveau sur le sol en terre en tant que trottoir ou route, en particulier un quai

Country Status (3)

Country Link
EP (1) EP1939357B1 (fr)
AT (1) ATE442485T1 (fr)
DE (2) DE102006060852B4 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010019891A1 (de) 2010-05-07 2011-11-10 Hsp Spengler Gmbh & Co.Kg Bahnsteig in Fertigteilbauweise
DE102010019892A1 (de) 2010-05-07 2011-11-10 Herbert Spengler Bodenbelagplatte, insbesondere für einen Bahnsteig

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH569842A5 (en) * 1973-09-27 1975-10-15 Santandrea Marc G Heated covering for road surfaces - has solid foundation on which are laid sheets with spacers inbetween to form gap
DE29821335U1 (de) * 1998-11-30 1999-04-22 Hering Bau Produkttechnik Gmbh Behelfsbahnsteig
DE20014951U1 (de) 2000-08-30 2000-12-28 Ems Gleisbau Gmbh & Co Kg Bahnsteig
WO2003014479A1 (fr) * 2001-08-03 2003-02-20 Laing Rail Limited Unite prefabriquee destinee a la construction ou a la reconstruction de quais

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4308748A1 (de) * 1992-10-15 1994-04-21 Stelcon Ag Bahnsteig
JPH0734417A (ja) * 1993-05-18 1995-02-03 Bridgestone Corp プラットホ−ムの延伸構造
JP2557607B2 (ja) * 1994-06-09 1996-11-27 宮坂ゴム株式会社 プラットホームのステップ構造及びこれに用いるステップ材

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH569842A5 (en) * 1973-09-27 1975-10-15 Santandrea Marc G Heated covering for road surfaces - has solid foundation on which are laid sheets with spacers inbetween to form gap
DE29821335U1 (de) * 1998-11-30 1999-04-22 Hering Bau Produkttechnik Gmbh Behelfsbahnsteig
DE20014951U1 (de) 2000-08-30 2000-12-28 Ems Gleisbau Gmbh & Co Kg Bahnsteig
WO2003014479A1 (fr) * 2001-08-03 2003-02-20 Laing Rail Limited Unite prefabriquee destinee a la construction ou a la reconstruction de quais

Also Published As

Publication number Publication date
DE102006060852A1 (de) 2008-07-03
EP1939357B1 (fr) 2009-09-09
DE502007001487D1 (de) 2009-10-22
DE102006060852B4 (de) 2009-02-05
ATE442485T1 (de) 2009-09-15

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