EP0568165A1 - Méthode d'intégration pour construction et bloc de construction pour sa mise en oeuvre - Google Patents
Méthode d'intégration pour construction et bloc de construction pour sa mise en oeuvre Download PDFInfo
- Publication number
- EP0568165A1 EP0568165A1 EP93250097A EP93250097A EP0568165A1 EP 0568165 A1 EP0568165 A1 EP 0568165A1 EP 93250097 A EP93250097 A EP 93250097A EP 93250097 A EP93250097 A EP 93250097A EP 0568165 A1 EP0568165 A1 EP 0568165A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- integration
- building
- frame
- modules
- floor
- 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
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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 invention relates to an integration construction method for the production of buildings, in particular residential buildings, terraced houses, single-family houses, hotel, office, commercial and industrial buildings, in which self-supporting building blocks are prefabricated from conventional building materials and assembled individually at the construction site in size and shape Building complex to be assembled.
- the invention further relates to an integration module consisting of a self-supporting closed, for example cuboid, frame construction made of section steel, which can be assembled together and above one another in variable size and shape to form a statically determined complex.
- an integration module consisting of a self-supporting closed, for example cuboid, frame construction made of section steel, which can be assembled together and above one another in variable size and shape to form a statically determined complex.
- DE-GM 71 23 623 discloses a portable living or work space cell with a frame made of profiled bars, in which the side walls abut from the inside.
- the framework of each cell forms the edges of at least one cuboid with a square base.
- Two side-by-side wall elements with the same area dimensions are provided on each outer cuboid side surface.
- the side wall elements have fillets on their vertical edges for inserting seals and are dimensioned such that they abut under horizontal pressure.
- the vertical profile bars have a box profile.
- the scaffold consists of vertical corner bars, vertical center bars, horizontal bottom bars and horizontal top bars. They are firmly welded together, but can also be detachable.
- DE-OS 27 19 953 discloses a building which has a frame covered by a roof, which is divided into different levels, with access means to the different levels, with installations and with a large number of prefabricated, mobile living elements for interchangeable adaptation to the Frame is equipped.
- the frame mainly consists of vertical components, vertical access means such as stairways and elevators, installations in the form of risers for waste pipes and water, electricity and gas pipes.
- the living elements are industrially completely prefabricated with installations and are partially furnished. They can be fitted into the frame by simply placing them on the frame elements and / or a fixed connection.
- This known building accordingly consists of a fixed or firmly anchored, i.e. immobile parts and mobile parts, the living elements, so-called block cells.
- These block cells have the character of caravans or motorized houses. They contain finished floors and walls with linings, door and window frames, window panes and blinds, lighting, running water. Lightweight materials are used for their manufacture, which are attached to a metal frame and suitably insulated.
- the individual block cells are self-supporting, but for their static assembly they need a frame that is able to absorb the building loads and forces as a whole. This means that correspondingly complex frame structures with foundations have to be created at the installation site.
- DE-OS 28 47 251 describes a living element consisting of a container-like hollow body.
- a metal skeleton structure is provided with side walls that have windows and doors.
- four recesses are formed symmetrically to one another in the spars, in each of which a winch is arranged.
- the side walls are detachably attached to the skeleton structure.
- One skeleton structure is connected to the other skeleton structure on the front and / or long side.
- the skeleton consists of a cage made of profile parts made of steel or light metal, the side walls made of galvanized sheet steel or light metal.
- the invention has for its object to develop an integration method of the type mentioned so that while largely maintaining the conventional design, a very high degree of prefabrication with high flexibility and variability in building design is achieved by the construction process of is realized inside out.
- the object is also to provide a self-contained static system of the type mentioned at the outset for carrying out the method according to the invention, which consists primarily of conventional building materials and can be used variably in shape and size for assembly by form-fitting a single-storey and multi-storey building.
- the degree of expansion of the integration modules in the prefabrication is chosen so high that after the assembly of the integration modules lined up in a form-fitting manner, only the connection surfaces have to be made and the interior of the building can be used.
- the installation lines are pre-assembled and are connected horizontally and vertically to the connecting structure during the installation of the integration modules.
- outer wall facade surfaces can be designed individually from conventional building materials or lightweight materials after completion of the assembly is particularly advantageous.
- the outer wall construction is used to absorb vertical forces from the integration modules.
- the length of the integration modules it is possible to determine the depth of the building and by lining up the integration modules along the length, the length of the building and thus also the interior length can be varied.
- the integration construction method according to the invention is carried out with integration modules, consisting of a self-supporting, closed, for example, cuboidal frame construction made of profiled steel, which can be put together and above one another in variable size and shape to form a statically determined complex.
- integration modules consisting of a self-supporting, closed, for example, cuboidal frame construction made of profiled steel, which can be put together and above one another in variable size and shape to form a statically determined complex.
- Such a block has a lower frame 3 , a monolithic floor 5 and an upper frame 8 with a monolithic ceiling 7 , which are arranged between at least four supports 6 , so that a statically stable cuboidal frame, preferably made of steel, with floor level and Ceiling level is created.
- the integration module provides that when arranging one above the other the upper frame 8 of the lower module 13 engages behind the lower frame 3 of the upper module 14 in a form-fitting and sealing manner and the modules 13, 14 are non-positively connected to one another by means of the outer wall panel 16 .
- the lower frame 3 can be designed as a vertically positioned, circumferential U-profile with its webs directed outwards, in which a self-contained, self-contained, self-contained section is inseparably detached monolithic ceiling pane is arranged as a floor 5
- the upper frame consists of a circumferential T-profile with a vertically upward web that engages behind the vertical central web of the U-profile of the frame 3 and on the one flange half of which the reinforced concrete ceiling 7 is arranged on the inside .
- the lower frame 3 can, however, just as well be designed as a vertically positioned, circumferential U-profile with its webs facing inwards, which inevitably receives a known, self-contained, monolithic ceiling disc as the base disc 5 , and the upper frame 8 from one There is an angular profile with a web pointing vertically upwards, and the ceiling pane is arranged in the area of the frame 3 to be supported by supports.
- the web of the profile of the lower frame 3 is provided with a seal, preferably a rubber seal.
- the lower frame 3 is formed only by a peripheral frame with a monolithic floor 5 and likewise the upper frame 8 is formed only by a peripheral frame with a monolithic ceiling 7 .
- the static loads from the ceiling and floor of the building block are diverted separately to the vertical support structure.
- the partitions are advantageously manufactured in a lightweight construction in the prefabrication site. Doors, windows and other built-in parts are assembled in the module.
- Preassembled supply lines in the ceiling and in the partition walls enable quick and safe connection from block to block.
- the finished longitudinal partition walls 10 , transverse walls 11 and the inner surfaces of the outer walls with window reveal 12 , windows and / or doors are already installed in the building blocks as a complete inner shell compact unit.
- the entire interior, including the ceiling and floor construction, is then completed with the prefabrication of the integration modules according to the invention, the internal functionality of the usage units being given with the longitudinal assembly of the modules and only the abutting surfaces of the integration modules having to be adjusted.
- the integration modules 13 and 14 consist of a basic structure formed from steel profiles, the lower frame 3 of which are connected by supports 6 to an upper frame 8 to form a static cuboid.
- a reinforced concrete rib ceiling 5 reinforced with steel mats is introduced monolithically with a 20 mm overhang from the upper edge of the steel profile.
- These reinforcement mats each end on the longitudinal and transverse sides on the flange widening 4 on which the ends of the mats are welded.
- the built in the lower frame 3 Reinforced concrete ribbed disc is a self-contained ceiling disc that only has to absorb the loads that arise from the floor.
- the upper frame 8 is a T-profile with webs pointing upwards. It is chosen in its dimensions so that the outer flange half can accommodate a lower frame 3 to be placed over it.
- the inner flange half of the T-profile of the upper frame 8 serves to receive the reinforcement mats of the reinforced concrete ceiling 7 .
- the length of the supports 6 crucially determine the floor height.
- the floor-to-ceiling lightweight partition elements of the longitudinal partition 10 , the transverse wall 11 and the inner surface of the outer wall with window reveal 12 are manufactured in separate operations. They are assembled one after the other between the upper edge of the reinforced concrete rib ceiling 5 and the lower edge of the reinforced concrete ceiling 7 in the integration modules 13 and 14 in the prefabrication facility as a complete inner shell compact unit.
- the light partition elements can also be manufactured conventionally from a sheet steel stand construction that is to be clad with commercially available panel material.
- the vertical supply lines are integrated into the light partition elements All interior wall surfaces are provided with doors and windows as far as is necessary for the intended functional use of this section of the building.
- the integration modules 13 and 14 are as long as the building is wide. The depth of the building accordingly determines the length of the integration modules. All interior surfaces are already treated painterly in the prefabrication facility and all installation objects are also assembled there.
- the integration modules 13 and 14 thus prepared in the prefabrication site are transported to the construction site using special vehicles.
- the longitudinal foundation base 1 with the rubber support and the anchoring bolt 2 and the basement must be prepared beforehand.
- the first integration module 13 on the ground floor is removed from the transport vehicle with a mobile crane, placed on the longitudinal foundation base 1 with its lower frame 3 and anchored.
- the integration modules 13 of the ground floor are then strung together one after the other from one gable to the other.
- the supply lines to the basement are connected to the connecting lines during the assembly of the integration module 13 .
- the connection points created when the integration modules 13 on the ground floor are lined up can then be closed.
- the functionality of the ground floor is completely established. After completion of the remaining painting work in the area of the connections and the flooring work, the internal functional use is easily possible.
- the assembly of the first floor with integration modules 14 on a gable is carried out.
- a rubber seal 9 must be put over the exposed webs of the T-profile of the upper frame 8 .
- the assembly is then carried out in the same way as the assembly of the integration modules 13 on the ground floor.
- the integration modules 13 and 14 are then arranged one above the other without being non-positively connected. In this phase of assembly, their bond is achieved through a purely positive fit.
- the integration construction method according to the invention permits the individual planning and construction of commercial buildings, apartment buildings, production halls, single-family houses, hospitals, hotels and other buildings with individual adaptability and diversity. Components such as balconies, oriels, loggias and the like can also be easily integrated.
- the integration module according to the invention enables construction with conventional building materials and is suitable for achieving a very high degree of prefabrication. It is easily possible to set up a flow production, which means that construction times can be reduced considerably and construction costs can be significantly reduced. If buildings with great depths, for example over 12 m, are required, two or more integration modules can also be arranged one after the other in a segment area on the respective floor.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Residential Or Office Buildings (AREA)
- Door And Window Frames Mounted To Openings (AREA)
- Networks Using Active Elements (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE4211435 | 1992-04-02 | ||
DE4211435A DE4211435A1 (de) | 1992-04-02 | 1992-04-02 | Integrationsbauverfahren und Baustein für seine Durchführung |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0568165A1 true EP0568165A1 (fr) | 1993-11-03 |
EP0568165B1 EP0568165B1 (fr) | 1996-09-04 |
Family
ID=6456150
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP93250097A Expired - Lifetime EP0568165B1 (fr) | 1992-04-02 | 1993-03-30 | Méthode d'intégration pour construction et bloc de construction pour sa mise en oeuvre |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0568165B1 (fr) |
AT (1) | ATE142298T1 (fr) |
DE (2) | DE4211435A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001025745A1 (fr) * | 1999-10-06 | 2001-04-12 | Gtie Idf | Installation modulaire d'essais industriels, et modules d'une telle installation |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4328236C2 (de) * | 1993-08-19 | 1999-02-04 | Growa Stahlbau Berlin Gmbh | Vorgefertiges Gebäude |
DE4411004A1 (de) * | 1994-03-30 | 1995-10-05 | Gerd Dipl Ing Dr In Hammermann | In Modulbauweise hergestelltes Haus |
DE19516751C2 (de) * | 1995-05-06 | 2001-03-22 | Braunsteiner Juergen | Verfahren zur Herstellung und zum Aufbau einer Wohneinheit, die aus mehreren Wohneinheitsabschnitten zusammengesetzt ist |
EP4310274A1 (fr) * | 2022-07-21 | 2024-01-24 | H2Dock BV | Ensemble accouplement pour boîtiers de machines |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE823652C (de) * | 1948-04-28 | 1951-12-06 | Wohntechnische Ges M B H | Verfahren zum Bau von Haeusern aus Raumteilen |
EP0120292A2 (fr) * | 1983-02-24 | 1984-10-03 | Heiner Holdschlag | Elément de construction |
EP0128777A2 (fr) * | 1983-06-14 | 1984-12-19 | Polyfab S.A.R.L. | Modules transportables de bâtiment et structures de bâtiment contenant de tels modules |
GB2192916A (en) * | 1986-06-12 | 1988-01-27 | Structured Steel Systems Limit | Channel section joint |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7123623U (de) * | 1973-01-25 | Gebe Ges Fuer Elektrische Und Elektronische Bauelemente | Transportable Wohn- oder Arbeitsraumzelle | |
DE819152C (de) * | 1948-10-02 | 1951-10-31 | Willy Dr-Ing Messerschmitt | Montagefertig vorgefertigte Bauplatte zur Herstellung von Gebaeuden |
NL267476A (fr) * | 1961-07-24 | |||
NL7215927A (fr) * | 1972-11-24 | 1974-05-28 | ||
GB1475284A (en) * | 1973-05-25 | 1977-06-01 | Credelca Ag | Buildings |
DE2512756A1 (de) * | 1975-03-22 | 1976-10-07 | Heinz Josef Bock | Transportabler verkaufskiosk, imbisstand oder dergleichen |
IT1077506B (it) * | 1977-01-21 | 1985-05-04 | Viviani Giuliano | Struttura di edificio ad ossatura fissa ed elementi abitativi mobili |
IT1091471B (it) * | 1977-11-15 | 1985-07-06 | Aris Spa | Manufatto modulare tipo container destinabile a nucleo abiabile |
SU803866A3 (ru) * | 1978-11-03 | 1981-02-07 | Могюрт Гепярмю Керешкеделми Валлалат(Инопредприятие) | Станци технического обслуживани ,PEMOHTA и ХРАНЕНи АВТОМОбилЕй |
DE2900171A1 (de) * | 1979-01-03 | 1980-07-17 | Lloyd E Field | Tragende wandelemente fuer gebaeude und diese enthaltendes gebaeude |
ES266174Y (es) * | 1982-06-30 | 1983-09-01 | Una pieza para cerramiento y acabado exterior e interior en edificacion. | |
SU1145103A1 (ru) * | 1983-01-06 | 1985-03-15 | Белорусское Отделение Центрального Ордена Трудового Красного Знамени Научно-Исследовательского И Проектного Института Строительных Металлоконструкций Им.Н.П.Мельникова | Складной контейнерный блок |
SU1486576A1 (ru) * | 1987-04-13 | 1989-06-15 | Gni Pi Neftyanoj Gaz Promy | Сборно-разборное промышленное сооружение |
SU1615290A1 (ru) * | 1988-07-19 | 1990-12-23 | Центральный научно-исследовательский и проектно-экспериментальный институт промышленных зданий и сооружений | Сборное здание |
DE4020960C2 (de) * | 1990-06-30 | 1994-07-21 | Jodag Mobilsysteme Gmbh | Raumzelle |
-
1992
- 1992-04-02 DE DE4211435A patent/DE4211435A1/de not_active Withdrawn
-
1993
- 1993-03-30 DE DE59303618T patent/DE59303618D1/de not_active Expired - Fee Related
- 1993-03-30 AT AT93250097T patent/ATE142298T1/de not_active IP Right Cessation
- 1993-03-30 EP EP93250097A patent/EP0568165B1/fr not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE823652C (de) * | 1948-04-28 | 1951-12-06 | Wohntechnische Ges M B H | Verfahren zum Bau von Haeusern aus Raumteilen |
EP0120292A2 (fr) * | 1983-02-24 | 1984-10-03 | Heiner Holdschlag | Elément de construction |
EP0128777A2 (fr) * | 1983-06-14 | 1984-12-19 | Polyfab S.A.R.L. | Modules transportables de bâtiment et structures de bâtiment contenant de tels modules |
GB2192916A (en) * | 1986-06-12 | 1988-01-27 | Structured Steel Systems Limit | Channel section joint |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001025745A1 (fr) * | 1999-10-06 | 2001-04-12 | Gtie Idf | Installation modulaire d'essais industriels, et modules d'une telle installation |
FR2799546A1 (fr) * | 1999-10-06 | 2001-04-13 | Gtie Idf | Installation modulaire d'essais industriels, et modules d'une telle installation |
Also Published As
Publication number | Publication date |
---|---|
ATE142298T1 (de) | 1996-09-15 |
EP0568165B1 (fr) | 1996-09-04 |
DE59303618D1 (de) | 1996-10-10 |
DE4211435A1 (de) | 1993-10-07 |
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