WO2000009827A1 - Prefabricated house/building realised according to a metallic-structure modular construction method - Google Patents
Prefabricated house/building realised according to a metallic-structure modular construction method Download PDFInfo
- Publication number
- WO2000009827A1 WO2000009827A1 PCT/EP1999/005882 EP9905882W WO0009827A1 WO 2000009827 A1 WO2000009827 A1 WO 2000009827A1 EP 9905882 W EP9905882 W EP 9905882W WO 0009827 A1 WO0009827 A1 WO 0009827A1
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- WIPO (PCT)
- Prior art keywords
- building
- prefabricated house
- steel skeleton
- skeleton construction
- construction according
- 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.)
- Ceased
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
Definitions
- the present advantageous invention which is based on the knowledge that the basic construction of the exterior and interior walls, installations and interior fittings, as well as the roof covering, doors and windows are prefabricated in modules and then brought to the construction site with the further aim of producing both standard houses and individual detached houses be able to take over the planning on the part of the client in order to be able to react individually to his wishes.
- the following points must be observed when designing the invention of modular skeleton construction
- the statics allow multi-storey construction up to 5 full storeys at the fixed standard price, with cantilevered standard depths up to 14m with vertical variability up to 3.5m storey height, with storeys over 5 full storeys
- the technical equipment corresponds to a future-oriented standard with the proviso that the equipment can be expanded and upgraded without modifications and measures that intervene in the substance
- the construction of the prefabricated house / building in modular steel-skeleton construction is finally described as follows
- the base frame (1) and the ceiling frame (6) consist of a standard steel profile C160, St 37 or St 52 butted and welded to the oven
- Z-profiles (2) are welded into the floor ceilings (1) as webs with a defined center distance, which allow the bent area of the web to be concreted without reinforcing the concrete
- the compartment can be made of different concrete strengths depending on the statics different dam layer thicknesses as well as other dam layer materials exist
- the bundle sockets (4) consist of two MSH profiles 60/60/5 St 37 or St 52, which are connected with welded steel bars 80/80/10 with a center distance. Statics Depending on the statics, bundle sockets of different profiles can also be used with different numbers of welded steel bars
- the bundle support (4) is in turn connected to the floor frame (1) and the ceiling frame (6) with gusset plates, which absorb and transmit the transverse forces of the building.
- the required number of bundle supports is determined by the statics
- the pins (5) are solid turned parts St 37 or other conceivable materials that connect the bundle supports (4) of two superimposed modules (8) vertically and guide the modules (8) to be attached during assembly.
- the pins (5) give the component mounted above the lower module direction and the exact distance.
- One of the two pins (5) is extended in the upper part and protrudes beyond the ceiling frame (6) of the module below. In addition to the exact vertical alignment and the defined distance determination, this pin also performs the task of lowering the upper module to be assembled down to the millimeter and reducing the assembly to a simple plugging together.
- the combination of the bundle supports (4), consisting of 2 or more MSH profiles and the pins (5), results in the precisely determined and guided vertical and horizontal structure of the building using a simple plug connection.
- the ceiling frame (6) is an L-profile, consisting of steel sheets St 37 or St 52, folded or rolled to an L-profile 250/75/5, which is joined and welded in the corners of the frame.
- ceiling frame (6) as webs and the floor frame (1) are part of the present invention and result in a bundle carrier (9) which allows a self-supporting span of 14 m. Depending on the span the construction is connected by bolts or by welded structures.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
Fertighaus/Gebäude in modularer Stahl- Skelett-Bauweise Prefabricated house / building in modular steel-skeleton construction
Beschreibungdescription
Die vorliegende innovative Erfindung befaßt sich mit der Erstellung jeglicher Art von Immobilien (vom Einfamilienhaus über den Geschoßwohnungsbau bis zur Sonderimmobilie) auf der Grundlage einer Stahlskelettmodulkonstruktion.The present innovative invention is concerned with the creation of all types of real estate (from single-family houses to apartment buildings to special properties) on the basis of a steel skeleton module construction.
Hintergrund vorliegender Erfindung war die Schaffung von preiswertem Wohnraum und die Reduktion von Baufehlern unter Verwendung einer Fließbandproduktion.The background to the present invention was the creation of inexpensive living space and the reduction of construction errors using an assembly line production.
Diese Anforderungen werden durch unnötige Wartezeiten, auftretende Fehler am Bauwerk und die mehr als unnötigen Transportwege an der Baustelle erschwert. Mit den dadurch entstehenden Mehrkosten werden die oben beschriebenen Probleme nur noch unterstützt.These requirements are made more difficult by unnecessary waiting times, errors occurring on the structure and the more than unnecessary transport routes at the construction site. With the resulting additional costs, the problems described above are only supported.
Das Problem wurde mit vorliegendem Konzept dadurch gelöst, daß die Bau- und Erstellungskosten erheblich durch diese innovative Erfindung nebst dazugehörigen Produkten reduziert werden: - Das Minimieren der Arbeit an und auf der BaustelleThe problem was solved with the present concept in that the construction and construction costs are considerably reduced by this innovative invention and associated products: - Minimizing work on and on the construction site
- Weg vom Bauen- Away from building
- Hin zur Produktion in einer Produktionsstatte- Towards production in a production facility
- Entwicklung einer flexiblen modularen Konstruktionstechnologie- Development of a flexible modular construction technology
- Einführung eines Fließbandes zur Produktion der Hauser in modularer Bauweise, welche die gesamte Fertigstellung des Objektes inkl aller Installationen beinhaltet- Introduction of an assembly line for the production of houses in a modular design, which includes the entire completion of the property including all installations
Mit der Folge der Errichtung von vorgefertigten Stahlskelettmodulhausern und Immobilien in schlüsselfertiger Qualität Mit den weiteren nachfolgend dargestellten innovativen PunktenWith the consequence of the construction of prefabricated steel skeleton module houses and real estate in turnkey quality With the further innovative points shown below
- Reduzierung der Arbeitszeit in der Erstellung- Reduction of working hours in the creation
- Reduzierung von Baumangeln und Lieferung von geprüften Bauqualitäten- Reduction of fishing rods and delivery of tested building qualities
- Reduzierung der Transportkosten sowohl für das Material als auch für die Arbeit vor Ort- Reduction of transport costs for both the material and the work on site
- Reduzierung der Gesamtbauzeit eines Hauses- Reduction of the total construction time of a house
- Reduzierung der Ausfallzeiten der Mitarbeiter, da diese nicht den Witterungsverhaltnissen auf der Baustelle ausgesetzt sind- Reduction of employee downtimes since they are not exposed to the weather conditions on the construction site
- Erhöhung der Produktivität durch ganzjährige Sicherstellung und Auslastung der Produktion, da keine schlechte Wettersituationen auf dem Grundstuck/der Baustelle berücksichtigt werden müssen- Increased productivity through year-round securing and utilization of the production, since no bad weather situations on the property / construction site have to be taken into account
- Reduzierung der Planungs- und vorherrschenden Verwaltungskosten- Reduction of planning and prevailing administrative costs
Vorliegende vorteilhafte Erfindung, die auf der Erkenntnis basiert, daß Grundkonstruktion Außen- und Innenwände, Installationen und Innenausbau sowie Dachdeckung, Türen und Fenster schlüsselfertig in modulen vorproduziert und dann auf die Baustelle gebracht werden mit dem weiteren Ziel, daß sowohl Standarthauser als auch individuelle Einzelhauser produziert werden können mit der Übernahme der Planung von Seiten des Bauherrn um individuell auf dessen Wünsche reagieren zu können. Es sind bei der Konstruktion der Erfindung modularer Skelettbauweise folgende Punkte zu beachtenThe present advantageous invention, which is based on the knowledge that the basic construction of the exterior and interior walls, installations and interior fittings, as well as the roof covering, doors and windows are prefabricated in modules and then brought to the construction site with the further aim of producing both standard houses and individual detached houses be able to take over the planning on the part of the client in order to be able to react individually to his wishes. The following points must be observed when designing the invention of modular skeleton construction
Die Stahlrahmenmodulkonstruktion wird in der Endphase des Gesamtbaues so zusammengestellt, daß der subjektive Eindruck eines „Stein auf Stein" Hauses entsteht Die Boden der Gebäude haben eine sehr massive Betondek- ke ahnliche Schwingungsfrequenz mit Tritt - und Luftschallschutz auf hohem Niveau, insbesondere dann, wenn mit vorliegender Methode Mehrfamilien- hausanspruchen genügt werden soll Die Deckenstarke entspricht einer MassivdeckeIn the final phase of the overall construction, the steel frame module construction is put together in such a way that the subjective impression of a "stone on stone" house is created. The floors of the buildings have a very solid concrete roof-like vibration frequency with footstep and airborne sound insulation at a high level, especially when using The present method should meet the needs of multi-family houses. The ceiling thickness corresponds to a solid ceiling
Die Statik laßt mehrgeschossige Bauweise bis 5 Vollgeschosse zu dem festgelegten Standardpreis zu, bei freitragenden Standardtiefen bis 14m mit vertikaler Variabilität bis 3,5m Geschoßhohe, bei Geschoßzahlen über 5 VollgeschosseThe statics allow multi-storey construction up to 5 full storeys at the fixed standard price, with cantilevered standard depths up to 14m with vertical variability up to 3.5m storey height, with storeys over 5 full storeys
Die Außenwände sind mechanisch stabil, hoch warmedammend und schallschluckend Die Fenster haben einen niedrigen K-wert und eine hohes Luftschallschutzmaß Die Dachdeckung ist variabel und hat hohe Lebensdauer In der Standartversion ist die Dachdeckung bundesweit einsetzbarThe outer walls are mechanically stable, highly heat-insulating and sound-absorbing. The windows have a low K value and a high level of airborne sound insulation. The roof covering is variable and has a long service life. In the standard version, the roof covering can be used nationwide
Die technische Ausstattung entspricht einem zukunftsorientierten Standart mit der Maßgabe, daß Erweiterung und Aufrüstung der Ausstattung ohne Umbauten und in die Substanz eingreifenden Maßnahmen möglich sindThe technical equipment corresponds to a future-oriented standard with the proviso that the equipment can be expanded and upgraded without modifications and measures that intervene in the substance
Weiterhin werden Gestaltungs- und Architekturmerkmale sowie individuelles Design bei vertretbaren Mehrkosten ermöglichtFurthermore, design and architectural features as well as individual design are made possible at reasonable additional costs
Die Konstruktion des Fertighaus/Gebäude in modularer Stahl- Skelett- Bauweise wird abschließend wie folgt beschrieben Der Bodenrahmen (1) und der Deckenrahmen (6) bestehen aus einem Stan- dartstahlprofil C160, St 37 oder St 52 auf Garung gestoßen und verschweißtThe construction of the prefabricated house / building in modular steel-skeleton construction is finally described as follows The base frame (1) and the ceiling frame (6) consist of a standard steel profile C160, St 37 or St 52 butted and welded to the oven
In den Bodendecken (1) werden Z-Profile (2) als Stege mit einem definierten Achsabstand eingeschweißt, die es zulassen, den gekanteten Bereich des Stegs auszubetonieren ohne den Beton zu bewehrenZ-profiles (2) are welded into the floor ceilings (1) as webs with a defined center distance, which allow the bent area of the web to be concreted without reinforcing the concrete
Das Gefach (3) bestehend aus Beton, d= 100mm und einer darunter liegenden Dammlage aus gepreßter Steinwolle, d= 60mm, wird zwischen die Stege (2) eingebaut und ohne Bewehrung mit B25 betoniert Das Gefach kann abhangig von der Statik aus unterschiedlicher Betonstarke sowie unterschiedlichen Dammlagenstarken sowie anderen Dammlagenmateπalien bestehenThe compartment (3) consisting of concrete, d = 100mm and an underlying layer of pressed rock wool, d = 60mm, is installed between the webs (2) and concreted with B25 without reinforcement. The compartment can be made of different concrete strengths depending on the statics different dam layer thicknesses as well as other dam layer materials exist
Die Kombination von Bodenrahmen (1) mit dem Z-Profil (2) als Steg und dem Gefach (3) ist Bestandteil der vorliegenden Erfindung und ergibt eine biegesteife Massivdecke mit hoher Schwingungsfrequenz und einem Brandschutzmaß F 90 und einem hohen LuftschallschutzmaßThe combination of floor frame (1) with the Z-profile (2) as a web and the compartment (3) is part of the present invention and results in a rigid, rigid ceiling with a high vibration frequency and a fire protection rating F 90 and a high airborne sound insulation rating
In der Vertikalstruktur bestehen die Bundelstutzen (4) aus zwei MSH Profilen 60/60/5 St 37 oder St 52, die mit eingeschweißten Stahlstegen 80/80/10 verbunden werden mit einem Achsabstand gern Statik Es können abhangig von der Statik auch Bundelstutzen unterschiedlicher Profile mit unterschiedlicher Anzahl eingeschweißter Stahlstegen verbunden werdenIn the vertical structure, the bundle sockets (4) consist of two MSH profiles 60/60/5 St 37 or St 52, which are connected with welded steel bars 80/80/10 with a center distance. Statics Depending on the statics, bundle sockets of different profiles can also be used with different numbers of welded steel bars
Die Bundelstutze (4) wird ihrerseits mit dem Bodenrahmen (1) und dem Deckenrahmen (6) mit Knotenblechen verbunden, die die Querkrafte des Gebäudes aufnehmen und übertragen Die notwendige Anzahl der Bundelstutzen wird bestimmt durch die Statik Die Pins (5) sind massive Drehteile St 37 oder andere denkbare Materialien, die die Bündelstützen (4) zweier aufeinandergesetzter Module (8) vertikal verbinden und die aufzusetzenden Module (8) bei der Montage führen.The bundle support (4) is in turn connected to the floor frame (1) and the ceiling frame (6) with gusset plates, which absorb and transmit the transverse forces of the building. The required number of bundle supports is determined by the statics The pins (5) are solid turned parts St 37 or other conceivable materials that connect the bundle supports (4) of two superimposed modules (8) vertically and guide the modules (8) to be attached during assembly.
Die Pins (5) geben dem über dem unteren Modul montierten Bauteil Richtung und die exakte Distanz. Einer der beiden Pins (5) ist im Oberteil verlängert und ragt über den Deckenrahmen (6) des darunterliegenden Moduls hinaus. Dieser Pin übernimmt außer der exakten vertikalen Ausrichtung und der definierten Distanzbestimmung auch noch die Aufgabe des Herabsinkens des zu montierenden oberen Moduls milimetergenau zu führen und die Montage zu einem simplen Zusammenstecken zu reduzieren.The pins (5) give the component mounted above the lower module direction and the exact distance. One of the two pins (5) is extended in the upper part and protrudes beyond the ceiling frame (6) of the module below. In addition to the exact vertical alignment and the defined distance determination, this pin also performs the task of lowering the upper module to be assembled down to the millimeter and reducing the assembly to a simple plugging together.
Die Kombination der Bündelstützen (4), bestehend aus 2 oder mehr MSH Profilen und der Pins (5) ergibt die exakt bestimmte und geführte vertikale und horizontale Struktur des Bauwerks durch einfache Steckverbindung.The combination of the bundle supports (4), consisting of 2 or more MSH profiles and the pins (5), results in the precisely determined and guided vertical and horizontal structure of the building using a simple plug connection.
Der Deckenrahmen (6) ist ein L-Profil, bestehend aus Stahlblechen St 37 oder St 52, gekantet oder gewalzt zu einem L-Profil 250/75/5, der in den Rahmenecken gefugt und verschweißt wird.The ceiling frame (6) is an L-profile, consisting of steel sheets St 37 or St 52, folded or rolled to an L-profile 250/75/5, which is joined and welded in the corners of the frame.
Quer zur Längsrichtigung des Deckenrahmens werden C60 oder C80 oder mehrere Profile (7) mit einem Achsabstand gem. Statik eingeschweißt, die die Unterkonstruktion der abgehängten Decke oder des Dachs tragen.Crosswise to the longitudinal direction of the ceiling frame, C60 or C80 or several profiles (7) with a center distance acc. Statics welded in, which support the substructure of the suspended ceiling or roof.
Dies ermöglicht die schlüsselfertige Produktion jeder Innenraumdecke in der Produktionsstätte. Ferner ermöglicht es bei der Dachkonstruktion das gleichzeitige Arbeiten an der äußeren und inneren Konstruktion im Dachbereich eines Gebäudes bei jeder bekannten Dachform.This enables turnkey production of every interior ceiling in the production facility. Furthermore, it enables the roof construction to work simultaneously on the outer and inner construction in the roof area of a building with any known roof shape.
Die Kombination von Deckenrahmen (6) als Stege und den Bodenrahmen (1) sind Bestandteil vorliegender Erfindung und ergeben einen Bündelträger (9) der ein freitragendes Überspannen von 14m erlaubt. Je nach Spannweite wird die Konstruktion durch Schraubbolzen oder durch Schweißkonstruktionen verbunden. The combination of ceiling frame (6) as webs and the floor frame (1) are part of the present invention and result in a bundle carrier (9) which allows a self-supporting span of 14 m. Depending on the span the construction is connected by bolts or by welded structures.
Claims
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SK548-2000A SK5482000A3 (en) | 1998-08-14 | 1999-08-11 | Prefabricated house/building realised according to a metallic-structure modular construction method |
| EP99942851A EP1025319A1 (en) | 1998-08-14 | 1999-08-11 | Prefabricated house/building realised according to a metallic-structure modular construction method |
| NO20001919A NO20001919L (en) | 1998-08-14 | 2000-04-12 | Prefabricated house construction in modular steel skeleton method |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19836904 | 1998-08-14 | ||
| DE19836904.2 | 1998-08-14 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2000009827A1 true WO2000009827A1 (en) | 2000-02-24 |
Family
ID=7877547
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP1999/005882 Ceased WO2000009827A1 (en) | 1998-08-14 | 1999-08-11 | Prefabricated house/building realised according to a metallic-structure modular construction method |
Country Status (7)
| Country | Link |
|---|---|
| EP (1) | EP1025319A1 (en) |
| CZ (1) | CZ20001320A3 (en) |
| DE (1) | DE19937931A1 (en) |
| NO (1) | NO20001919L (en) |
| PL (1) | PL340598A1 (en) |
| SK (1) | SK5482000A3 (en) |
| WO (1) | WO2000009827A1 (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2207994A1 (en) * | 2000-06-29 | 2004-06-01 | Vicente Jimenez Sanchez | POLIDIMENSIONABLE AND / OR EXPANDABLE CONTAINER UNIT AS ACCOMMODATION OF TELECOMMUNICATIONS OR SIMILAR EQUIPMENT. |
| WO2006122372A1 (en) * | 2005-05-19 | 2006-11-23 | Makulbek Pty Ltd | Modular building frame |
| WO2008102267A1 (en) | 2007-02-21 | 2008-08-28 | Bau-How As | Floor element |
| WO2009005450A1 (en) * | 2007-06-29 | 2009-01-08 | Peab Pgs Ab | Fixing system |
| FR2966178A1 (en) * | 2010-10-19 | 2012-04-20 | Begibat | MODULAR CONSTRUCTION UNIT AND METHOD OF BUILDING A CORRESPONDING BUILDING |
| US10066390B2 (en) * | 2016-11-02 | 2018-09-04 | United States Gypsum Company | Two-hour fire-rated modular floor/ceiling assembly |
| DE102017216160A1 (en) | 2017-09-13 | 2019-03-14 | Bayerische Motoren Werke Aktiengesellschaft | Building unit for a modular production facility and method for providing a modular production facility comprising at least one building unit |
| US11105088B2 (en) * | 2017-08-18 | 2021-08-31 | Knauf Gips Kg | Modular system for creating a structure, module connector and structure comprising a modular system |
| NL2033101B1 (en) * | 2022-09-22 | 2024-03-26 | Copiam Floor Systems B V | Modular building unit |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102007032597A1 (en) | 2007-07-11 | 2009-02-05 | Kluth Vertriebs Gmbh | Basic external wall for use in house and prefabricated building, has set of panels comprising set of blocks provided at edges in sectional manner, where blocks are arranged parallel to edges and relocatably engaged with panels |
| DE102015117105A1 (en) | 2015-10-07 | 2017-04-13 | Alexander Ortlepp | Buildings and procedures for its creation |
| NL2033039B1 (en) * | 2022-09-15 | 2024-03-22 | Ursem Modulaire Bouwsystemen B V | MODULAR STEEL SKELETON CONSTRUCTION SYSTEM |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2273128A1 (en) * | 1974-05-28 | 1975-12-26 | Jossermoz Cie Fse Groupe | Extensible prefabricated cellular building structure - with storey of cells containing uprights with attached chord supports |
| DE2624863A1 (en) * | 1976-06-03 | 1977-12-08 | Montagebau Loew Gmbh & Co Kg | Transportable demountable residential unit container - has floor and roof U-shaped rails and wall edge rails joined through holes |
| US4065905A (en) * | 1972-08-21 | 1978-01-03 | Lely Cornelis V D | Prefabricated building sections or room units and methods for the manufacture of such sections or units |
-
1999
- 1999-08-11 WO PCT/EP1999/005882 patent/WO2000009827A1/en not_active Ceased
- 1999-08-11 SK SK548-2000A patent/SK5482000A3/en unknown
- 1999-08-11 CZ CZ20001320A patent/CZ20001320A3/en unknown
- 1999-08-11 PL PL34059899A patent/PL340598A1/en unknown
- 1999-08-11 EP EP99942851A patent/EP1025319A1/en not_active Withdrawn
- 1999-08-11 DE DE19937931A patent/DE19937931A1/en not_active Withdrawn
-
2000
- 2000-04-12 NO NO20001919A patent/NO20001919L/en not_active Application Discontinuation
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4065905A (en) * | 1972-08-21 | 1978-01-03 | Lely Cornelis V D | Prefabricated building sections or room units and methods for the manufacture of such sections or units |
| FR2273128A1 (en) * | 1974-05-28 | 1975-12-26 | Jossermoz Cie Fse Groupe | Extensible prefabricated cellular building structure - with storey of cells containing uprights with attached chord supports |
| DE2624863A1 (en) * | 1976-06-03 | 1977-12-08 | Montagebau Loew Gmbh & Co Kg | Transportable demountable residential unit container - has floor and roof U-shaped rails and wall edge rails joined through holes |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2207994A1 (en) * | 2000-06-29 | 2004-06-01 | Vicente Jimenez Sanchez | POLIDIMENSIONABLE AND / OR EXPANDABLE CONTAINER UNIT AS ACCOMMODATION OF TELECOMMUNICATIONS OR SIMILAR EQUIPMENT. |
| WO2006122372A1 (en) * | 2005-05-19 | 2006-11-23 | Makulbek Pty Ltd | Modular building frame |
| RU2462563C2 (en) * | 2007-02-21 | 2012-09-27 | Бау-Хау Ас | Ceiling element |
| WO2008102267A1 (en) | 2007-02-21 | 2008-08-28 | Bau-How As | Floor element |
| CN101755096B (en) * | 2007-02-21 | 2012-10-10 | 保号股份公司 | Floor element |
| WO2009005450A1 (en) * | 2007-06-29 | 2009-01-08 | Peab Pgs Ab | Fixing system |
| FR2966178A1 (en) * | 2010-10-19 | 2012-04-20 | Begibat | MODULAR CONSTRUCTION UNIT AND METHOD OF BUILDING A CORRESPONDING BUILDING |
| US10066390B2 (en) * | 2016-11-02 | 2018-09-04 | United States Gypsum Company | Two-hour fire-rated modular floor/ceiling assembly |
| US11105088B2 (en) * | 2017-08-18 | 2021-08-31 | Knauf Gips Kg | Modular system for creating a structure, module connector and structure comprising a modular system |
| US12297638B2 (en) | 2017-08-18 | 2025-05-13 | Knauf Gips Kg | Frame, basic framework, module, profile and set of structural elements for modular construction and a modular-construction building |
| DE102017216160A1 (en) | 2017-09-13 | 2019-03-14 | Bayerische Motoren Werke Aktiengesellschaft | Building unit for a modular production facility and method for providing a modular production facility comprising at least one building unit |
| NL2033101B1 (en) * | 2022-09-22 | 2024-03-26 | Copiam Floor Systems B V | Modular building unit |
| EP4343070A1 (en) * | 2022-09-22 | 2024-03-27 | Copiam Floor Systems B.V. | Modular building unit |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1025319A1 (en) | 2000-08-09 |
| NO20001919L (en) | 2000-05-31 |
| DE19937931A1 (en) | 2000-03-23 |
| PL340598A1 (en) | 2001-02-12 |
| SK5482000A3 (en) | 2001-12-03 |
| NO20001919D0 (en) | 2000-04-12 |
| CZ20001320A3 (en) | 2001-12-12 |
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