EP2227610B1 - Structure portante - Google Patents

Structure portante Download PDF

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Publication number
EP2227610B1
EP2227610B1 EP08851897A EP08851897A EP2227610B1 EP 2227610 B1 EP2227610 B1 EP 2227610B1 EP 08851897 A EP08851897 A EP 08851897A EP 08851897 A EP08851897 A EP 08851897A EP 2227610 B1 EP2227610 B1 EP 2227610B1
Authority
EP
European Patent Office
Prior art keywords
support
structure according
supporting structure
bars
rods
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.)
Active
Application number
EP08851897A
Other languages
German (de)
English (en)
Other versions
EP2227610A1 (fr
Inventor
Markus Paul Sturz
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.)
Mea Metal Applications GmbH
Original Assignee
Mea Metal Applications GmbH
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 Mea Metal Applications GmbH filed Critical Mea Metal Applications GmbH
Priority to PL08851897T priority Critical patent/PL2227610T3/pl
Publication of EP2227610A1 publication Critical patent/EP2227610A1/fr
Application granted granted Critical
Publication of EP2227610B1 publication Critical patent/EP2227610B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/42—Gratings; Grid-like panels
    • E04C2/421—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction
    • E04C2/422—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction with continuous bars connecting at crossing points of the grid pattern
    • E04C2/423—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction with continuous bars connecting at crossing points of the grid pattern with notches
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/06—Flooring or floor layers composed of a number of similar elements of metal, whether or not in combination with other material

Definitions

  • the following invention relates to a support structure with a grate floor, which rests on two support beams, wherein the grate floor has flat support rods and flat filler rods.
  • AT-8461U discloses such a support structure.
  • the support rods are welded, for example, with support brackets, which in turn rest on the support carriers.
  • This support structure is for a comparatively expensive to manufacture and not optimized with respect to the other material use.
  • the problem is solved with a support structure with two support beams and a grate floor, the rests on the two support supports or rests, wherein the grate floor level support rods and flat filler rods, wherein the support rods are parallel to the support beams and wherein the grate floor has a border and each at least one support rod rests collley on the respective support carrier.
  • the support structure according to the invention is simple and inexpensive to manufacture. Despite lower material usage, the same loads as in prior art support structures can be accommodated.
  • the support structure has two bearing supports, which are spaced apart from one another.
  • a grid floor on or on which is made of flat support bars and flat filler bars.
  • a planar support rod and a flat filler rod according to the invention are rods which preferably have a rectangular or square cross-section and are particularly preferably made of sheet steel.
  • a support rod according to the invention serves to accommodate the loads that are placed on the grate floor.
  • a filler within the meaning of the invention is essentially a connection between the support rods and prevents objects from slipping between the support rods or reduces the risk of injury and increases the surefootedness of the grate floors.
  • the filler rods have a low height than the support rods.
  • the filler rod is preferably not on the support carriers.
  • the filling and the support rods are preferably positively and / or non-positively connected. In particular, the support and the filler rods are pressed together.
  • both the support and the filler rods are slotted in the joints, this slot is dimensioned slightly smaller than the thickness of the respective rods, so that it when pressing the filler rods on the support rods to a compression of the rods comes.
  • the support rods extend parallel to the support carriers.
  • the grate floor has at least one reinforcing profile, which is particularly preferably located at its first or second end. Most preferably, the grate floor has a respective reinforcing profile at its first and at its second end.
  • the reinforcing profile extends substantially between the support beams.
  • the reinforcing profile at its left and at its right end stop surfaces, which cooperate with the support beams and serve as anti-slip protection of the grid floor against the support beams.
  • the border is designed as a U-profile, which surrounds the supporting or filler rods at their ends.
  • the border and the reinforcement are made partially in one piece. This is the case in particular at the first and / or at the second end of the grid floor.
  • the filler rods are only partially bonded to the borders, i. it is sufficient if only some support or filler rods are welded to the border, for example.
  • at least all supporting bars must be welded to the respective border, which is not necessary in the supporting structure according to the invention.
  • the grate floors of the support structure are preferably made of sheet steel, preferably of hot-dip galvanized sheet steel.
  • the load capacity of the grate floors can be varied by different lengths with otherwise identical dimensions.
  • the respective grate floors can be easily replaced within the support structure and there are no jumps within the support structure.
  • the support structure can be easily adapted to the required load capacity.
  • the support structure is a step.
  • the grate floor has flat support rods and flat filler rods, wherein the support rods extend parallel to the support beams.
  • the grid floor at its front and / or rear end on a reinforcing profile. Furthermore, it is preferable that a safety leading edge is arranged, in particular parallel to the reinforcing profile.
  • FIG. 1 shows the support structure according to the invention in three views.
  • This consists of two parallel bearing supports 1, on which a grate floor 2 rests.
  • This grate floor has support rods 3, which extend parallel to the support beams 1.
  • Perpendicular to these filler rods 4 are arranged, which are positively and / or non-positively, in particular by pressing, connected to the support rods.
  • the filler rods have a lower height H than the support rods and are used in particular to improve slip resistance, accident prevention and to avoid that larger objects fall through the grid.
  • the support and the filler rods are flat, so have no inputs and no bulges. They are made of flat sheet steel.
  • the finished grate floor is then galvanized.
  • the grate floor at its first and at its second end in each case a reinforcing profile 5, which extends substantially between the two support beams 1 and serves to increase the deflection stability of the grid floor.
  • the reinforcing profile has at its left and at its right end each have a stop surface 8, which serves as a slip-off protection of the grid floor against the support beams, the but also as a guide when placing the grate floor on the support carrier is advantageous.
  • the reinforcing profile tapers from the support rods.
  • the grate floor has a width B, which is defined by the distance between the support beams.
  • the load capacity of the grate floors can be adapted to the respective load situation. The higher the load of the grate floors, the lower the length L must be selected.
  • the grate floors of the support structure according to the invention are weldable with a machine.
  • FIG. 2 shows a detail of the edition situation. It can be seen that the stop surface 8 is adapted to the rounding of the upper right corner of the support carrier 1. Furthermore, it can be seen that the grid floor has a U-shaped outline 9. Furthermore, it can be clearly seen in this view that the filler rods have only one third to 50% of the height of the support rods.
  • FIG. 3 shows the border 9 in the region of the first and / or second end of the grid floor.
  • the reinforcing profile 5 and the border 9 are made in one piece, which in particular simplifies the production of the grate floor but also increases its stability.
  • FIG. 4 shows again a detail of the border. It can be seen that the border is made of four U-shaped bent parts, which are mitred in the corner area.
  • This shelf has a length of 2700 mm and a width, ie the distance between the support beams, of 1100 mm.
  • the height H of the support rods is 20 mm.
  • the height of the reinforcement profile is 48 mm.
  • FIG. 5b The same shelf is designed with three grate shelves, each with a length of 890 mm. All other dimensions are in comparison to the grate floors according to FIG. 5a remained unchanged. In this case, the permissible surface load is higher than in the variant according to FIG. 5a although the weight of the gratings compared to the design according to FIG. 5a is essentially unchanged.
  • FIG. 5 shows that it is possible in the simplest way, to achieve the required carrying capacity of the respective shelf by a variation of the per shelf shelves inserted. In the past this was only possible with grate floors with a different height H, which resulted in projections within the shelf.
  • FIG. 6a shows a plan view of the support structure according to the invention as a step. This has right and left cheeks on which the grid is arranged. The support rods 3 thus extend parallel to the cheeks 1, while the filler rods 4 are arranged transversely thereto.
  • the step has, if necessary, front and / or rear on each a reinforcing profile 5, which is in each case positively, positively and / or materially connected to both cheeks 1.
  • the load entry of the support rods 3 thus takes place directly in the reinforcing profiles 5, preferably without additional load-bearing welded connection.
  • the step step preferably has a leading edge 10 with which injuries to the step are to be prevented.
  • the leading edge is preferably provided integrally with a reinforcing profile 5. In the present case, however, the leading edge is a separate component.
  • the cheeks 1 each have two holes 11, with which the step with all other elements can be fastened.
  • FIG. 7 shows the step in accordance with FIG. 6 In the present case, the front (left) reinforcing profile is at the same time the leading edge 10. Otherwise, the apply to FIG. 6 made statements.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Iron Core Of Rotating Electric Machines (AREA)

Claims (12)

  1. Structure portante comprenant deux supports d'appui (1) et un fond de caillebotis (2), qui s'applique ou repose contre les deux supports d'appui (1), le fond de caillebotis (2) présentant des barres de support planes (3) et des barres de remplissage planes (4), et le fond de caillebotis (2) présentant une bordure (9), caractérisée en ce que les barres de support (3) s'étendent parallèlement aux supports d'appui (1) et à chaque fois au moins une barre de support (3) repose complètement sur le support d'appui respectif (1).
  2. Structure portante selon la revendication 1, caractérisée en ce que le fond de caillebotis (2) présente un profilé de renforcement (5) de préférence sur sa première et/ou deuxième extrémité.
  3. Structure portante selon la revendication 2, caractérisée en ce que le profilé de renforcement (5) s'étend essentiellement entre les supports d'appui (1).
  4. Structure portante selon la revendication 2 ou 3, caractérisée en ce que le profilé de renforcement (5) présente des surfaces de butée (8) en tant que protection contre le glissement.
  5. Structure portante selon l'une quelconque des revendications précédentes, caractérisée en ce que les barres de support et les barres de remplissage sont à chaque fois connectées les unes aux autres par engagement par correspondance géométrique et/ou par force.
  6. Structure portante selon la revendication 5, caractérisée en ce que les barres de support et de remplissage sont à chaque fois pressées les unes avec les autres.
  7. Structure portante selon l'une quelconque des revendications précédentes, caractérisée en ce que la bordure est réalisée sous forme de profilé en U.
  8. Structure portante selon l'une quelconque des revendications précédentes et selon les revendications 2 à 4, caractérisée en ce que la bordure et le renforcement sont réalisés en partie d'une seule pièce.
  9. Structure portante selon l'une quelconque des revendications précédentes, caractérisée en ce que les barres de support et/ou les barres de remplissage ne sont connectées que partiellement par engagement par liaison de matière avec la bordure.
  10. Structure portante selon l'une quelconque des revendications précédentes, caractérisée en ce que les barres de support et de remplissage sont fabriquées en tôle d'acier, de préférence en tôle d'acier galvanisé à chaud.
  11. Structure portante selon l'une quelconque des revendications précédentes, caractérisée en ce que sa capacité de charge peut être modifiée par des caillebotis de longueurs différentes (L) tout en conservant par ailleurs des dimensions identiques des caillebotis.
  12. Structure portante selon l'une quelconque des revendications précédentes, caractérisée en ce qu'il s'agit d'une marche d'escalier.
EP08851897A 2007-11-23 2008-11-20 Structure portante Active EP2227610B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08851897T PL2227610T3 (pl) 2007-11-23 2008-11-20 Struktura nośna

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102007056766A DE102007056766A1 (de) 2007-11-23 2007-11-23 Tragstruktur
PCT/EP2008/009811 WO2009065582A1 (fr) 2007-11-23 2008-11-20 Structure portante

Publications (2)

Publication Number Publication Date
EP2227610A1 EP2227610A1 (fr) 2010-09-15
EP2227610B1 true EP2227610B1 (fr) 2012-01-25

Family

ID=40404014

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08851897A Active EP2227610B1 (fr) 2007-11-23 2008-11-20 Structure portante

Country Status (7)

Country Link
EP (1) EP2227610B1 (fr)
AT (1) ATE542965T1 (fr)
DE (1) DE102007056766A1 (fr)
DK (1) DK2227610T3 (fr)
ES (1) ES2382175T3 (fr)
PL (1) PL2227610T3 (fr)
WO (1) WO2009065582A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016104526U1 (de) 2016-08-18 2016-09-01 Mea Metal Applications Gmbh Tragstruktur

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7211575U (de) * 1972-10-05 Kraiser H Gitterrost
GB681225A (en) * 1950-05-08 1952-10-22 Arthur Stanley Peek Improvements in or relating to grating units
US2994417A (en) * 1958-03-25 1961-08-01 Reliance Steel Prod Co Stair treads
FR1286086A (fr) * 1961-01-20 1962-03-02 Perfectionnement aux surfaces portantes en fils métalliques
DE2252961A1 (de) * 1972-10-28 1974-05-02 Paul Stassain Rutschfester metallischer boden
DE7807673U1 (de) * 1978-03-14 1978-06-22 Steeb, Dieter, Steinegg-Appenzell (Schweiz) Gitterrost
DE3520235A1 (de) * 1985-06-05 1986-12-11 M.Meisinger KG, 8890 Aichach Gitterrost und verfahren und vorrichtung fuer dessen herstellung
DE8802840U1 (de) * 1988-03-03 1988-04-14 Arda Reinecke Gitterrost GmbH, 5885 Schalksmühle Gitterrost-Laufsteg
AT8461U1 (de) * 2005-03-04 2006-08-15 Drumetall Gmbh & Co Kg Gitterrost

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016104526U1 (de) 2016-08-18 2016-09-01 Mea Metal Applications Gmbh Tragstruktur

Also Published As

Publication number Publication date
ES2382175T3 (es) 2012-06-06
ATE542965T1 (de) 2012-02-15
PL2227610T3 (pl) 2012-07-31
WO2009065582A1 (fr) 2009-05-28
DK2227610T3 (da) 2012-05-14
DE102007056766A1 (de) 2009-05-28
EP2227610A1 (fr) 2010-09-15

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