EP2227610A1 - Tragstruktur - Google Patents
TragstrukturInfo
- Publication number
- EP2227610A1 EP2227610A1 EP08851897A EP08851897A EP2227610A1 EP 2227610 A1 EP2227610 A1 EP 2227610A1 EP 08851897 A EP08851897 A EP 08851897A EP 08851897 A EP08851897 A EP 08851897A EP 2227610 A1 EP2227610 A1 EP 2227610A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- support
- structure according
- rods
- support structure
- border
- 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
Links
- 239000000945 filler Substances 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000000969 carrier Substances 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 208000014674 injury Diseases 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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.
- 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 object is achieved with a support structure with a grate floor, which rests or rests on two support supports, wherein the grate floor has flat support rods and flat filler rods, wherein the supporting rods extend parallel to the support beams.
- 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.
- each at least one support bar lies completely on the respective support carrier.
- 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 grate floor has a border.
- 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.
- Figure 2 shows the support situation between the grid floor and support carrier.
- FIG. 3 shows the reinforcement profile integrated in the border.
- FIG. 4 shows a further detail of the reinforcement.
- FIGS 5a and 5b show support structures with different load capacity.
- FIG. 6 shows the support structure according to the invention as a step
- FIG. 7 shows a further embodiment of the supporting structure according to the invention as a step
- 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 bearing 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.
- Figure 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 once again shows 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.
- FIGS. 5a and 5b show two different loading situations of a shelf.
- 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.
- the same shelf is designed with three grate floors, each having a length of 890 mm. All other dimensions have remained unchanged in comparison to the gratings according to FIG. 5a.
- the permissible surface load is higher than in the variant according to FIG. 5a, although the weight of the grate floors is substantially unchanged compared to the embodiment according to FIG. 5a.
- FIG. 5 shows that it is possible in the simplest manner to achieve the required carrying capacity of the respective shelf by varying the grate shelves loaded per shelf. 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 step has, as required, a reinforcing profile 5 at the front and / or at the rear, which in each case is 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 in its front region, 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 according to FIG. 6, wherein in the present case the front (left) reinforcing profile is at the same time the leading edge 10. Otherwise, the comments made to Figure 6 apply. LIST OF REFERENCE NUMBERS
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)
Description
Claims
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 (de) | 2007-11-23 | 2008-11-20 | Tragstruktur |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2227610A1 true EP2227610A1 (de) | 2010-09-15 |
EP2227610B1 EP2227610B1 (de) | 2012-01-25 |
Family
ID=40404014
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08851897A Active EP2227610B1 (de) | 2007-11-23 | 2008-11-20 | Tragstruktur |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP2227610B1 (de) |
AT (1) | ATE542965T1 (de) |
DE (1) | DE102007056766A1 (de) |
DK (1) | DK2227610T3 (de) |
ES (1) | ES2382175T3 (de) |
PL (1) | PL2227610T3 (de) |
WO (1) | WO2009065582A1 (de) |
Families Citing this family (1)
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)
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 |
-
2007
- 2007-11-23 DE DE102007056766A patent/DE102007056766A1/de not_active Withdrawn
-
2008
- 2008-11-20 DK DK08851897.2T patent/DK2227610T3/da active
- 2008-11-20 ES ES08851897T patent/ES2382175T3/es active Active
- 2008-11-20 WO PCT/EP2008/009811 patent/WO2009065582A1/de active Application Filing
- 2008-11-20 AT AT08851897T patent/ATE542965T1/de active
- 2008-11-20 EP EP08851897A patent/EP2227610B1/de active Active
- 2008-11-20 PL PL08851897T patent/PL2227610T3/pl unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2009065582A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2009065582A1 (de) | 2009-05-28 |
EP2227610B1 (de) | 2012-01-25 |
ES2382175T3 (es) | 2012-06-06 |
DE102007056766A1 (de) | 2009-05-28 |
DK2227610T3 (da) | 2012-05-14 |
ATE542965T1 (de) | 2012-02-15 |
PL2227610T3 (pl) | 2012-07-31 |
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