EP1025319A1 - Fertighaus/gebäude in modularer stahl- skelett-bauweise - Google Patents
Fertighaus/gebäude in modularer stahl- skelett-bauweiseInfo
- Publication number
- EP1025319A1 EP1025319A1 EP99942851A EP99942851A EP1025319A1 EP 1025319 A1 EP1025319 A1 EP 1025319A1 EP 99942851 A EP99942851 A EP 99942851A EP 99942851 A EP99942851 A EP 99942851A EP 1025319 A1 EP1025319 A1 EP 1025319A1
- Authority
- EP
- European Patent Office
- 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.)
- Withdrawn
Links
- 238000010276 construction Methods 0.000 title claims abstract description 45
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 230000003068 static effect Effects 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 5
- 238000009413 insulation Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 4
- 102100024452 DNA-directed RNA polymerase III subunit RPC1 Human genes 0.000 claims description 2
- 101000689002 Homo sapiens DNA-directed RNA polymerase III subunit RPC1 Proteins 0.000 claims description 2
- 239000011490 mineral wool Substances 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 239000011810 insulating material Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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 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.
- the background to the present invention was the creation of inexpensive living space and the reduction of construction errors using an assembly line production.
- 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 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
- 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 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
- 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 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
- 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.
- 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.
- 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.
Landscapes
- 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
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19836904 | 1998-08-14 | ||
DE19836904 | 1998-08-14 | ||
PCT/EP1999/005882 WO2000009827A1 (de) | 1998-08-14 | 1999-08-11 | Fertighaus/gebäude in modularer stahl- skelett-bauweise |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1025319A1 true EP1025319A1 (de) | 2000-08-09 |
Family
ID=7877547
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99942851A Withdrawn EP1025319A1 (de) | 1998-08-14 | 1999-08-11 | Fertighaus/gebäude in modularer stahl- skelett-bauweise |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP1025319A1 (de) |
CZ (1) | CZ20001320A3 (de) |
DE (1) | DE19937931A1 (de) |
NO (1) | NO20001919L (de) |
PL (1) | PL340598A1 (de) |
SK (1) | SK5482000A3 (de) |
WO (1) | WO2000009827A1 (de) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2207994B1 (es) * | 2000-06-29 | 2006-03-16 | Vicenta Jimenez Sanchez | Unidad contenedora polidimensionable y/o ampliable aplicable como alojamiento de equipos de telecomunicaciones o similares. |
AU2006202073A1 (en) * | 2005-05-19 | 2006-12-14 | Makulbek Pty Ltd | Modular building frame |
SE532262C2 (sv) * | 2007-02-21 | 2009-11-24 | Bau How As | Golvelement av betong med en av metall formad ram |
SE532375C2 (sv) * | 2007-06-29 | 2009-12-29 | Peab Pgs Ab | Fixeringssystem vid en flervåningsbyggnad samt förfarande för uppförande av sådan byggnad |
DE102007032597A1 (de) | 2007-07-11 | 2009-02-05 | Kluth Vertriebs Gmbh | Fertighaus |
FR2966177A1 (fr) * | 2010-10-19 | 2012-04-20 | Begibat | Unite de construction modulaire et procede de construction d'un batiment correspondant |
DE102015117105A1 (de) | 2015-10-07 | 2017-04-13 | Alexander Ortlepp | Gebäude sowie Verfahren zu dessen Erstellung |
US10066390B2 (en) * | 2016-11-02 | 2018-09-04 | United States Gypsum Company | Two-hour fire-rated modular floor/ceiling assembly |
CA3069574A1 (en) * | 2017-08-18 | 2019-02-21 | Knauf Gips Kg | Frame, basic framework, module, profile and set of structural elements for modular construction and a modular-construction building |
DE102017216160A1 (de) | 2017-09-13 | 2019-03-14 | Bayerische Motoren Werke Aktiengesellschaft | Gebäudeeinheit für eine modulare Produktionsanlage sowie Verfahren zum Bereitstellen einer modularen Produktionsanlage aus wenigstens einer Gebäudeeinheit |
NL2033039B1 (nl) * | 2022-09-15 | 2024-03-22 | Ursem Modulaire Bouwsystemen B V | Modulair staalskelet bouwsysteem |
NL2033101B1 (en) * | 2022-09-22 | 2024-03-26 | Copiam Floor Systems B V | Modular building unit |
Family Cites Families (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 |
DE2624863C3 (de) * | 1976-06-03 | 1979-06-13 | Montagebau Loew Gmbh & Co Kg, 7129 Gueglingen | Wohncontainer |
-
1999
- 1999-08-11 SK SK548-2000A patent/SK5482000A3/sk unknown
- 1999-08-11 CZ CZ20001320A patent/CZ20001320A3/cs unknown
- 1999-08-11 EP EP99942851A patent/EP1025319A1/de not_active Withdrawn
- 1999-08-11 DE DE19937931A patent/DE19937931A1/de not_active Withdrawn
- 1999-08-11 WO PCT/EP1999/005882 patent/WO2000009827A1/de not_active Application Discontinuation
- 1999-08-11 PL PL34059899A patent/PL340598A1/xx unknown
-
2000
- 2000-04-12 NO NO20001919A patent/NO20001919L/no not_active Application Discontinuation
Non-Patent Citations (1)
Title |
---|
See references of WO0009827A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2000009827A1 (de) | 2000-02-24 |
PL340598A1 (en) | 2001-02-12 |
DE19937931A1 (de) | 2000-03-23 |
NO20001919D0 (no) | 2000-04-12 |
NO20001919L (no) | 2000-05-31 |
SK5482000A3 (en) | 2001-12-03 |
CZ20001320A3 (cs) | 2001-12-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4045937A (en) | Method of constructing a prefabricated room element and a building of a plurality of said elements | |
HU221798B1 (hu) | Előre gyártott építési rendszer és módszer | |
EP3504386B1 (de) | Modulhaus | |
DE2929197C2 (de) | Offenes Skelettrahmenelement aus Stahlbeton | |
WO2000009827A1 (de) | Fertighaus/gebäude in modularer stahl- skelett-bauweise | |
EP0639677B1 (de) | Gebäude, bestehend aus Modulen vorgefertigter Bauzellen | |
EP2722451B1 (de) | Gebäudesystem, insbesondere Wohngebäude | |
DE102020120983B4 (de) | Raumteil-Modul, insbesondere Gewerbe-Modul daraus hergestelltes Gebäude, sowie jeweils ein Herstellverfahren hierfür | |
DE10005872C1 (de) | Raumzelle und aus gleichartigen Raumzellen zusammengesetztes Gebäude | |
DE2428038A1 (de) | Konstruktionssystem | |
DE2503125A1 (de) | Montagehaus | |
EP0955419B1 (de) | Rahmenkörpersystem für in Fertigbauweise zu errichtende Gebäude | |
DE2028575C3 (de) | Gebäude, insbesondere für Wohnzwecke | |
EP1155198A1 (de) | Wandkonstruktion | |
DE4211435A1 (de) | Integrationsbauverfahren und Baustein für seine Durchführung | |
DE202020005532U1 (de) | Gebäude | |
WO2022096062A1 (de) | Symmetrisches holz-mineralschaum-monolith-verbund-bausystem | |
DE2435035C3 (de) | Tragkonstruktion für Hochbauten | |
EP4368792A2 (de) | Verfahren zur energetischen gebäudesanierung | |
DE2342046A1 (de) | Mehrgeschossiges fertiggebaeude | |
DE4437437C2 (de) | Transportable Wohneinheit oder Wohneinheitsabschnitt | |
DE3117182A1 (de) | Bausystem fuer insbesondere mehrgeschossige gebaeude | |
AT502596B1 (de) | Leichtbau-wandsystem in grosstafelbauweise - für fertighäuser - mit innenliegender wärmedämmung ohne wärmebrücke | |
DE102022127809A1 (de) | Verfahren zur energetischen Gebäudesanierung | |
DE102019128737A1 (de) | Gebäudefundament für ein selbsttragendes Haus |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20000412 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
APAB | Appeal dossier modified |
Free format text: ORIGINAL CODE: EPIDOS NOAPE |
|
APAX | Date of receipt of notice of appeal deleted |
Free format text: ORIGINAL CODE: EPIDOSDNOA2E |
|
APAZ | Date of receipt of statement of grounds of appeal deleted |
Free format text: ORIGINAL CODE: EPIDOSDNOA3E |
|
18D | Application deemed to be withdrawn |
Effective date: 20040926 |
|
APAF | Appeal reference modified |
Free format text: ORIGINAL CODE: EPIDOSCREFNE |