EP0448676A1 - Caisson en acier pour la construction de plafonds et/ou de parois de batiments, d'unites d'habitation, d'amenagements interieurs et de superstructures de navires. - Google Patents
Caisson en acier pour la construction de plafonds et/ou de parois de batiments, d'unites d'habitation, d'amenagements interieurs et de superstructures de navires.Info
- Publication number
- EP0448676A1 EP0448676A1 EP90915123A EP90915123A EP0448676A1 EP 0448676 A1 EP0448676 A1 EP 0448676A1 EP 90915123 A EP90915123 A EP 90915123A EP 90915123 A EP90915123 A EP 90915123A EP 0448676 A1 EP0448676 A1 EP 0448676A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- cassette
- wall
- steel
- profiles
- edge
- 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
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
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal
Definitions
- the invention relates to a steel cassette for ceiling and / or wall constructions, in particular for interior fittings and superstructures in ships or transportable or easily displaceable building and residential units.
- Steel bulkheads have long been known in shipbuilding as vertical or horizontal room boundaries, the arrangement of which essentially serves to protect against fire or also determine the structural stability.
- the constructive goal is to bridge the largest possible support distances, i.e. spans, and to minimize the number of structural support columns of ceiling structures.
- a general problem is to achieve the least possible tensioning and twisting of the construction with the least amount of steel, because of the considerable welding work.
- the object of the invention is to provide a steel cassette with high resilience as a simple, inexpensive and optimally weighted, prefabricated component in which the welding and straightening work is minimized considerably and which represents a low-warpage construction and can be connected in a modular principle with the same plates and supports and which is equipped with assembly aids and openings for installations for the formation of ceiling and / or wall structures.
- the freely spanned field between four supports forms a sheet steel plate made of 5 mm thick sheet metal.
- the approx. 450 mm high edge profiles between the supports are formed from the sheet metal plate by bending deformation.
- a further or two further bends are formed on the folded edge profile.
- This multi-edged edge profile extends on all four edge areas of the sheet metal plate and forms the support of the steel cassette.
- the notches necessary for bending the molded edge profiles and for receiving the supports are left out and the necessary openings for later installations by punching technology, flame cutting, laser, or the like are made in the edge profiles.
- Holes are also made in the folded carrier profiles of the sheet metal plate, through which adjacent sheet metal cassettes with their bent edge profiles are joined by rivet, screw, and bolt connections. In order to improve the static of the adjacent steel cassettes, a minimum of welded connections can be made between the manufactured cassettes at a suitable point.
- a plurality of stiffening profiles is carried out under the cassette wall and / or on the edge profiles
- Such a steel cassette is simple in construction, inexpensive to manufacture, shows only minor Welding points, which largely prevents warping and communication work.
- This steel cassette has a high level of stability for a given sheet thickness, is self-supporting due to the beveled edge profiles and stiffening profiles and shows a high load capacity with a relatively large span.
- the steel cassette can be easily connected to several cassettes according to the modular principle at the final assembly location and fixed on supports with their load-bearing edge profiles and their notches on the supports by welding, rivets, screws, sealing compound, or the like.
- This prefabricated steel cassette also shows all the requirements for assembly aids and breakthroughs for subsequent assembly activities and installation relocations of various types.
- this steel cassette is intended in particular for shipbuilding and for transportable or relocatable building and residential units as ceiling and / or wall elements with high load-bearing capacity, however, this steel cassette can also be used in other areas of light, but resilient and self-supporting steel construction.
- 1 is a bottom view of two steel cassettes arranged next to one another, connected to one another and fixed to supports,
- FIG. 2 shows a cross section through a steel cassette with an adjacent, adjacent steel cassette according to section line BB in FIG. 1
- 3 shows a longitudinal section of a partial area of the steel cassette according to section line AA in FIG. 1
- FIG. 9 is a plan view of the corner release area of the steel cassette with a welded corner bracket
- FIG. 11 shows a schematic representation of a partial area of a building with steel cassettes fixed to supports and forming building ceilings.
- the steel cassette (1) in particular for interior fittings and superstructures for ships or other land objects in steel construction or transportable or easily displaceable living and hall units based on light steel construction and other wall and / or ceiling constructions, is of a box-shaped cassette element with in flat wall (2) and all-round, multiple-edged edge profile (3), under the wall (2) attached stiffening profiles (4), in the peripheral edge profile (3) recessed openings (5) and connecting holes (6) and in the corners of the Steel cassette (1) horizontal notches (7) for folding the edge profiles (3) and for inserting supports (8).
- the steel cassette (1) - the cassette element (1) - preferably shows a rectangular basic shape and, on all four sides of the rectangle, the edge profiles (3), which are bent over several times, as carriers of the cassette element (1) for the construction.
- Each edge profile (3) has an L-shaped cross-section and has a leg (3a) that is bent perpendicular to the wall (2) and an adjoining one that is parallel to the wall
- the vertical leg (3a) being longer than the leg (3b) and this in turn being longer than the leg (3c) (FIGS. 4 and 8).
- Holes (6) in the form of bores are provided in the bent legs (3a) of the edge profiles (3) for the connection of adjacent steel cassettes (1), through which rivets (9), screws, bolts, or the like are connected for the cassette connection. be put.
- openings (5) in the same and / or different size and shape for subsequent installations of ventilation, heating, water, extinguishing systems and the like are left in the vertical legs (3a) of the edge profiles (3).
- the openings (5) preferably each have an oval or slot-like basic shape and lie below or between the stiffening profiles (4) (FIGS. 3 and 8).
- a notch (7) is made in each of the four corners of the steel cassette (1), which folds the edge profiles
- the vertical legs (3a) abut one another and the two other legs (3b, 3c) each have a miter cut (10) and are then in the miter joint to each other .
- the notch (7) in the direction of the wall (2) is made larger by half the support cross-section, so that the supports (8) partially engage in the wall (2) of the steel cassette (1) and the protruding cross-sectional part of the supports (8) extends into the adjacent steel cassette (1) and its notches
- the steel cassette (1) is equipped with three larger notches (7) for the arrangement of three supports (8) and the fourth corner in the notch (7) is only up to the fold lines (11) between the wall (2) and the vertical one Legs (3a) introduced (see bottom right corner in Fig. 5, dash-dotted lines), so that then the edge profiles (3) stand against each other and miter.
- the stiffening profiles (4) which extend across the entire width of the steel cassette (1) between the edge profiles (3) and the one and are extending at a parallel distance to one another and preferably transverse to the longitudinal direction of the cassette have hat-shaped or trapezoidal cross-section and are connected to the wall (2) by means of spot welding or by resistance welding with fastening strips (4a) directed outwards under the wall (2).
- the steel cassettes (1) preferably lie on support collars (8a) of the supports (8) in their corner area (cf. FIGS. 4, 8 and 9), specifically where two or four cassettes (1) meet , which are then screwed, riveted or welded to the supports (8) in the region of the notches (7).
- Such a steel cassette (1) is manufactured as follows: A sheet metal plate (one-piece sheet or one made of two sheets connected by welding) is used as the starting material, which is prefabricated in its outer contours and with all the necessary openings (5) and holes (6) by flame cutting technology, laser technology, stamping technology or the like.
- This prepared sheet metal plate is brought to various deformation stations via roller conveyors in order to achieve the previously described edge profiles (3) (beams / beams) by means of bending technology.
- the sheet metal plate remains in the horizontal plane while the bending machine deforms the edge areas.
- the prefabricated stiffening profiles (4) for stiffening the cassette surface from the inside are introduced into the folded cassette (1) and by spot welding (14) or by resistance welding with the cassette wall (2) and at both ends of the length with weld seams (15) with the Edge profile legs (3a) connected.
- corner brackets (16) can be welded in all four notched corners (7) of the steel cassette (1), which close the notches (7) towards the inside of the cassette over the entire height of the cassette, thus giving closed, recessed corners .
- These welded corner brackets (16) give the steel cassette (1) greater transport stability and, furthermore, these corner brackets (16) represent connecting surfaces for a casting compound.
- the steel cassettes (1) which are supported on the support collars (8a) of the supports (8) lie with their corner brackets (16) with a gap (17) around the supports (8) and in this gap (17) a potting compound of the appropriate type, such as resin, plastic, bitumen, or the like, is introduced, which connects the support (8) over the entire height of the cassette (1) with its corner bracket (16) and which at the same time Sound and vibration isolation (damping) results.
- Fig. 11 shows the use of the steel cassettes (1) as ceiling elements in building construction.
- the free areas of this sheet are braced by light trapezoidal sheet profiles (4); Joining technology mainly spot welding.
- the resulting steel cassette can withstand loads of up to 1,000 kg / sqm depending on the choice of sheet thickness and sheet size, as well as the height of the folded beams (3).
- the special feature is, therefore, the ability to create a load-bearing steel floor slab with molded beams (3) for payloads, as required in residential and commercial buildings, with spans of up to approx. 13,000 mm x 5,000 mm through the steel cassette (1).
- This construction represents a special feature because no process technologies are known to date for producing such steel cassettes (1) by means of the deformation technique of the edge zones.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Rod-Shaped Construction Members (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Joining Of Building Structures In Genera (AREA)
- Finishing Walls (AREA)
Abstract
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3934257 | 1989-10-13 | ||
DE3934257A DE3934257A1 (de) | 1989-10-13 | 1989-10-13 | Leichtbau-stahlplatte |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0448676A1 true EP0448676A1 (fr) | 1991-10-02 |
EP0448676B1 EP0448676B1 (fr) | 1993-02-03 |
Family
ID=6391434
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP90915123A Expired - Lifetime EP0448676B1 (fr) | 1989-10-13 | 1990-10-11 | Caisson en acier pour la construction de plafonds et/ou de parois de batiments, d'unites d'habitation, d'amenagements interieurs et de superstructures de navires |
Country Status (11)
Country | Link |
---|---|
US (1) | US5321928A (fr) |
EP (1) | EP0448676B1 (fr) |
JP (1) | JP2984855B2 (fr) |
KR (1) | KR0178981B1 (fr) |
AT (1) | ATE85381T1 (fr) |
AU (1) | AU6530090A (fr) |
DE (2) | DE3934257A1 (fr) |
DK (1) | DK0448676T3 (fr) |
ES (1) | ES2040132T3 (fr) |
RU (1) | RU2066361C1 (fr) |
WO (1) | WO1991005925A1 (fr) |
Families Citing this family (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100323307B1 (ko) * | 1992-07-10 | 2002-11-30 | 바르네케호르스트 | 박판으로된강철제상자를제조하기위한생산라인 |
DE4418967C2 (de) * | 1994-05-31 | 1996-09-05 | Knierim Gmbh U Co Kg Metall Un | Metallverbundelement für Trennwände od. dgl. |
NL1022378C2 (nl) * | 2003-01-14 | 2004-07-15 | Esv Sign & Safety Products B V | Machineafscherming. |
US8327592B2 (en) * | 2005-08-05 | 2012-12-11 | Lafferty Iii George A | Structural reinforcing system components |
US20100000952A1 (en) * | 2008-07-01 | 2010-01-07 | Mckinney James | Decking member |
DE202009011245U1 (de) | 2009-08-18 | 2009-12-24 | Stratos Gmbh Christoph Staroske | Anzeigetafel, beispielsweise Verkehrslenkungstafel |
DE102010017612A1 (de) | 2009-08-18 | 2011-02-24 | Stratos Gmbh Christoph Staroske | Anzeigetafel, beispielsweise Werbe- oder Verkehrsschild |
DE102010010295A1 (de) * | 2010-03-04 | 2011-09-08 | Meyer Werft Gmbh | Bauelement für den Aufbau flächiger Bereiche, wie Wände, Decken, Böden oder dergleichen |
US9383016B2 (en) | 2011-02-25 | 2016-07-05 | C E S Control Enclosure Systems Gmbh | Sealing element and a sealing system for hollow sections |
BR112013021385A2 (pt) | 2011-02-25 | 2016-10-18 | Ces Control Enclosure Systems Gmbh | conector de canto para perfis ocos |
BR112013021386A2 (pt) * | 2011-02-25 | 2016-10-18 | Ces Control Enclosure Systems Gmbh | método para produzir elementos de parede retangulares ou quadrados a partir de chapa de metal plana, e, elemento de parede |
US9708816B2 (en) | 2014-05-30 | 2017-07-18 | Sacks Industrial Corporation | Stucco lath and method of manufacture |
US9376809B1 (en) * | 2014-11-21 | 2016-06-28 | Prodeck 50, Inc. | Decking member |
US9752323B2 (en) | 2015-07-29 | 2017-09-05 | Sacks Industrial Corporation | Light-weight metal stud and method of manufacture |
US9797142B1 (en) | 2016-09-09 | 2017-10-24 | Sacks Industrial Corporation | Lath device, assembly and method |
JP7055465B2 (ja) | 2017-08-14 | 2022-04-18 | ストラクタ ワイヤー ユーエルシー | 可変長金属スタッド |
US11351593B2 (en) | 2018-09-14 | 2022-06-07 | Structa Wire Ulc | Expanded metal formed using rotary blades and rotary blades to form such |
DE102020000225A1 (de) | 2020-01-16 | 2021-07-22 | Heinrich Wagener | Bausatz zum Aufbau von Kabinen- und Küchenwänden auf Schiffen |
Family Cites Families (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1796048A (en) * | 1931-03-10 | Building construction | ||
US1014617A (en) * | 1911-10-09 | 1912-01-09 | Gen Fireproofing Co | Method of making expanded-metal structures. |
GB337525A (en) * | 1929-09-05 | 1930-11-06 | Herbert Leonard Plummer | Improvements in and relating to the construction of roofings, partitions and the like |
US1986998A (en) * | 1932-03-28 | 1935-01-08 | Smith Corp A O | Steel floor construction |
FR809334A (fr) * | 1936-08-11 | 1937-03-01 | Dispositif d'assemblage des carreaux métalliques imitant les carreaux céramiques | |
FR1132795A (fr) * | 1954-10-23 | 1957-03-15 | Panneau à pourtour conditionné pour en permettre des assemblages et les constructions diverses en résultant | |
GB865443A (en) * | 1958-09-24 | 1961-04-19 | Dexion Ltd | Improvements relating to metal flooring |
DE1788860U (de) * | 1959-01-29 | 1959-05-21 | Maschf Augsburg Nuernberg Ag | Orthotrope fahrbahnplatte fuer staehlerne strassenbruecken. |
US3093216A (en) * | 1959-05-12 | 1963-06-11 | Aurora Equipment Co | Perforated non-skid panel |
DE1484938A1 (de) * | 1962-12-22 | 1969-05-14 | Rheinstahl Union Ag | In Laengs- und Querrichtung ausgesteifte Blechtafel,insbesondere Fahrbahntafel fuer Strassenbruecken |
FR1370188A (fr) * | 1963-07-12 | 1964-08-21 | Chausson Usines Sa | Panneau métallique pour portes, cloisons mobiles et applications analogues |
US3236018A (en) * | 1963-07-16 | 1966-02-22 | Tate Engineering Inc | Load-supporting metallic floor panels |
FR1414261A (fr) * | 1964-11-06 | 1965-10-15 | éléments métalliques profilés et leur moyen d'assemblage pour la réalisation demurs, dalles ou autres applications constructives | |
DE2439071A1 (de) * | 1974-08-14 | 1976-02-26 | Hermann Josef Bauseler | Flaechiges bauelement zum erstellen von gebaeuden |
US4198795A (en) * | 1978-05-15 | 1980-04-22 | Barnidge, Inc. | Stainless steel flooring |
FR2470825A1 (fr) * | 1979-12-07 | 1981-06-12 | Vie Lucien | Element de structure metallique standardise pour la construction |
DK150469C (da) * | 1984-11-15 | 1987-10-12 | Nord Plan Staalreoler As | Gangbro bestaaende af mindst to op til hinanden stoedende profilbjaelker |
EP0190374A1 (fr) * | 1985-02-02 | 1986-08-13 | Ermossa AG | Dalle de plancher en porte à faux |
DE8616637U1 (de) * | 1986-06-21 | 1986-08-21 | Fischer Profil GmbH Dach- und Wandprofilwerk, 57250 Netphen | Kassettentafel |
DE3627353C1 (de) * | 1986-08-12 | 1987-10-15 | Mero Werke Kg | Freitragende Verbundbauplatte,insbesondere Doppelbodenplatte |
US4922670A (en) * | 1989-01-27 | 1990-05-08 | Naka Technical Laboratory | Free access floor and method of constructing the same |
-
1989
- 1989-10-13 DE DE3934257A patent/DE3934257A1/de not_active Withdrawn
-
1990
- 1990-10-11 US US07/690,887 patent/US5321928A/en not_active Expired - Fee Related
- 1990-10-11 AU AU65300/90A patent/AU6530090A/en not_active Abandoned
- 1990-10-11 KR KR1019910700584A patent/KR0178981B1/ko not_active IP Right Cessation
- 1990-10-11 AT AT90915123T patent/ATE85381T1/de not_active IP Right Cessation
- 1990-10-11 DE DE9090915123T patent/DE59000850D1/de not_active Expired - Fee Related
- 1990-10-11 ES ES199090915123T patent/ES2040132T3/es not_active Expired - Lifetime
- 1990-10-11 DK DK90915123.5T patent/DK0448676T3/da active
- 1990-10-11 WO PCT/EP1990/001706 patent/WO1991005925A1/fr active IP Right Grant
- 1990-10-11 JP JP2514121A patent/JP2984855B2/ja not_active Expired - Fee Related
- 1990-10-11 EP EP90915123A patent/EP0448676B1/fr not_active Expired - Lifetime
- 1990-10-11 RU SU904895727A patent/RU2066361C1/ru not_active IP Right Cessation
Non-Patent Citations (1)
Title |
---|
See references of WO9105925A1 * |
Also Published As
Publication number | Publication date |
---|---|
DE3934257A1 (de) | 1991-04-25 |
RU2066361C1 (ru) | 1996-09-10 |
AU6530090A (en) | 1991-05-16 |
EP0448676B1 (fr) | 1993-02-03 |
DE59000850D1 (de) | 1993-03-18 |
KR0178981B1 (ko) | 1999-04-01 |
DK0448676T3 (da) | 1993-11-22 |
US5321928A (en) | 1994-06-21 |
ES2040132T3 (es) | 1993-10-01 |
ATE85381T1 (de) | 1993-02-15 |
KR920701593A (ko) | 1992-08-12 |
JP2984855B2 (ja) | 1999-11-29 |
WO1991005925A1 (fr) | 1991-05-02 |
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