EP0639677A1 - Bâtiment composé par des modules de cellules préfabriquées - Google Patents

Bâtiment composé par des modules de cellules préfabriquées Download PDF

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Publication number
EP0639677A1
EP0639677A1 EP94112242A EP94112242A EP0639677A1 EP 0639677 A1 EP0639677 A1 EP 0639677A1 EP 94112242 A EP94112242 A EP 94112242A EP 94112242 A EP94112242 A EP 94112242A EP 0639677 A1 EP0639677 A1 EP 0639677A1
Authority
EP
European Patent Office
Prior art keywords
building according
panels
building
modules
welded
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
Application number
EP94112242A
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German (de)
English (en)
Other versions
EP0639677B1 (fr
Inventor
Lothar Dattrich
Leander Gerz
Herbert Schamp
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DSG Systembau GmbH
Schonherr Regine
Original Assignee
DSG Systembau GmbH
Schonherr Regine
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by DSG Systembau GmbH, Schonherr Regine filed Critical DSG Systembau GmbH
Publication of EP0639677A1 publication Critical patent/EP0639677A1/fr
Application granted granted Critical
Publication of EP0639677B1 publication Critical patent/EP0639677B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • 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
    • 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
    • E04B2001/34892—Means allowing access to the units, e.g. stairs or cantilevered gangways

Definitions

  • the invention relates to a building consisting of modules of prefabricated building cells.
  • a kit for a portable house is known. This consists of two housing units designed as closed hollow bodies with windows, entrance door and through openings with a rectangular layout, sealing elements for sealing the gap between the abutting sides of the housing units and a trailer for accommodating a housing unit.
  • the special trailer is perceived as disadvantageous in this context, as it not only causes high costs, but also creates problems for accommodation and protection against weather influences at every installation site.
  • a covered interim work station is known from DE-U1-88 05 332.6. This is formed by two longitudinal walls that support a roof, both the walls and the roof being prefabricated assembly parts.
  • the walls are standard containers, on the corner posts of which the prefabricated roof structure made of corrugated iron or trapezoidal sheet metal sheets can be attached.
  • the standard containers are walkable with doors and windows Residential container.
  • the covered interim workstation is used to accommodate personnel and materials on construction sites and in disaster areas and is specially designed to be easy and quick to set up and just as quick and easy to remove again without great costs and without heavy lifting equipment.
  • the covered interim workplace is unsuitable for residential purposes.
  • the invention has for its object to produce inexpensive buildings from prefabricated individual building blocks, which, as a result of the prefabricated room units, enable rapid assembly on site and, with complete prefabrication of the modules which can be combined to form a residential unit, avoids the so-called "container character" and enables an optimal room climate as a result of good thermal insulation values and allows a largely flexible design not only of the outer facade, but of the actual living space or business space.
  • each module has a welded to a steel skeleton, consisting of a rectangular base frame, a rectangular ceiling frame and four vertical supports frame structures, the outer surfaces and, if necessary, also the inner surfaces are clad with heat-insulating and sound-insulating panels and the floors and ceilings of which are made of prefabricated, self-supporting plate elements made of concrete that can be inserted into guides formed by steel profiles of the base or ceiling frame.
  • the prefabricated design of the modules according to the invention in frame construction and their outer and inner lining with lightweight building boards and the installation of floors and ceilings using insertable plate elements advantageously enables their unusually quick installation on site and results in buildings with a homely flair without container character with an optimal indoor climate as a result of surprisingly good Thermal insulation values. It is also flexible Design of the outer facade and a multi-storey version of the building possible at extremely low construction costs. In the context of the present calculations, these are around 50% of the usual construction costs per cubic meter of converted space.
  • the plate elements are reinforced concrete plates reinforced with pretensioning means or with monier iron.
  • the panels provided for the outer wall cladding can be lightweight concrete panels made of porous or gas concrete or expanded clay and / or fly ash, fibers or waste concrete containing plastic or organic material.
  • a method is known from EP-0 208 070 B1 with which spatially stable, water and frost resistant components with high thermal insulation can be produced economically.
  • the components have a dry bulk density of 500 to 800 kg / m3.
  • the lightweight concrete slabs provided for the outer cladding can have a weight between 800 and 1800, preferably between 1100 and 1400 kg / m3.
  • the panels provided for the interior wall cladding can also consist of lightweight concrete.
  • the inner wall cladding panels consist of gypsum-bound panel materials and, for example, gypsum-fiber mixed panels, gypsum cardboard panels, gypsum foam panels with porous structure or from similar known gypsum building materials and a weight between 450 and 800, preferably between 550 and 750 kg / m3.
  • plates can also be used which consist of at least 80% recycled plastic waste.
  • a building that can be produced according to the invention consists of any desired sequence of a number of modules in one or more, in some cases also terrace-shaped levels and / or a stacking of modules in vertically spaced levels.
  • cladding panels for inner walls with integrated supply and discharge lines for electricity and water are designed as prefabricated components. This measure reduces the assembly effort required on site to an absolute minimum.
  • the base frame of a steel skeleton has a double-T longitudinal and transverse beam welded together to form a rectangle, for example IPB 160, the lower flanges of which on the outer wall have welded-on, protruding flat bars with vertical guide bars, which serve as holders for outer wall cladding panels that can be placed are formed.
  • This measure greatly simplifies the installation of the cladding panels for outer walls, but also for inner walls.
  • aerated concrete elements ordered to size can be attached to the existing brackets without difficulty.
  • U-profile supports for example U 160
  • U 160 are welded in as cross-members between the flanges of the double-T longitudinal members.
  • the ceiling frame consists of square tubes, to which angle irons pointing inwards and formed as supports for the ceiling panels are pre-welded.
  • a very expedient embodiment of a building made from modules according to the invention provides that a staircase which can be assembled from prefabricated elements is arranged upstream. This gives the house the character and appearance of a normal residential building, which hardly differs in appearance from conventional residential or commercial buildings. This impression is further reinforced by the fact that the building can be covered with a roof of the usual type.
  • a base is expediently assigned to the base frame, which carries a steel anchoring and fixing plate anchored or cast into the foundation.
  • modules placed one on top of the other or on top of each other by intermediate layers made of sound-absorbing, soft-elastic material such as neoprene, rubber or the like are mutually insulated against the spread of structure-borne noise.
  • Figure 1 shows parts of a rectangular base frame 3 and an overlying ceiling frame 4.
  • the base frame 3 is composed of side members 32 and cross members 33. These are welded together in the corner.
  • a double T profile 30 is used as the longitudinal beam 32, while the cross beam 33 consists of a U profile 37.
  • a support 5 is welded onto the side member 32 and supports the ceiling frame 4 together with further supports. This advantageously consists of square tubes 35.
  • a diagonal plate 49 as a stiffening element welded, which also has a crane eye for attaching a load hook or a load harness.
  • FIG. 1 also shows a part of a strip foundation 22 with an overlying fixing plate 23.
  • This serves as a secure support for the double-T support 30 and is connected to it in places by welding.
  • the fixing plate 23 can in turn advantageously be cast into the strip foundation 22 with tie rods 40, 41 and firmly connected to it, as can be seen from FIGS. 6 and 8a.
  • the outer wall-side flange of the double-T beam 30 carries, at intervals, welded, projecting flat bars 28 with vertical guide webs 26. These serve as brackets or supports for the outer wall cladding panels 15.
  • These can preferably be lightweight concrete panels 15 made of porous or gas concrete or act as expanded clay and / or fly ash, fibers or wastes of concrete or plastics containing organic material.
  • Such lightweight concrete slabs 15 provided for the outer wall cladding have, for example, a weight between 800 and 1800, preferably between 1100 and 1400 kg / m 3.
  • the outer wall cladding can also be double-layered with a lightweight board arrangement 14 at a distance from the outer lightweight board 15. An air gap is then expediently left between the two plate arrangements.
  • FIG. 2 shows two buildings which are somewhat different in their individual design, which according to the invention consist of modules 1 to 1d arranged one on top of the other or one on top of the other.
  • the building shown at the bottom right from the front side is composed of a total of five modules 1, 1a, 1b, 1c, 1d in cross-section and has a triple arrangement of these five modules in the longitudinal plane on, that is, the building is made up of a total of fifteen modules.
  • These are covered with a common roof 9 and the building has a staircase 8 which can be assembled from prefabricated elements and which is arranged upstream of the building.
  • the building shown on the left differs by a somewhat different individual arrangement of windows, doors or large window areas etc.
  • the two buildings opposite of FIG. 2 are intended to show that the basic concept of the construction from individual modules 1 to 1d which can be put together offers a comparatively wide scope for individual design of the building.
  • FIGS. 3 and 4 a part of the building consisting of three modules 1 to 1b with partial cladding of the outer walls 10, 11 is shown from different perspective directions.
  • the lightweight concrete panels 15 made of porous or gas concrete or other types of lightweight concrete mixtures provided for the outer wall cladding are clearly recognizable.
  • These plates can be made to measure and individually numbered according to the construction plan and arranged on the outside of the steel skeleton 2.
  • Bottom panel elements are dimensioned along the entire length of a module and across their width on the transverse side, while panel elements are arranged vertically next to window and door openings. Panels 16 provided as interior wall cladding can be seen next to the window openings.
  • the plate elements 20 for the floors can also be seen from the viewing direction through the windows.
  • Each module unit is equipped with complete electrical and sanitary installation as well as windows and doors.
  • the plate elements 20 for the floor 6 can be provided with a screed 19.
  • the modules are also suitable for extremely flexible expansion in terms of their equipment with doors, windows, installations, etc. For example, modules can also be set up as stair modules.
  • FIG. 4 shows the part of the building in FIG. 3 from an opposite perspective, looking into the interior clad with interior wall elements 16.
  • the floors 6 are formed with inserted gas concrete elements.
  • This illustration also clearly shows the cladding of the outer walls 10 with lightweight panels 15.
  • the abutting base and ceiling frames 3, 4 are coupled to one another by connecting elements, as can be seen in detail from FIGS. 8a, 8b.
  • Figure 5 shows a bare steel skeleton 2 with base frame 3 and ceiling frame 4. These are rigidly connected to one another by supports 5. Gusset plates 24 are welded into the corner bandages for stabilization. The flat irons 28 welded in at intervals with guide webs 26 arranged thereon can be seen on the front double-T support 32. These serve the outer lightweight cladding panels 15 as supports for support.
  • Figure 6 shows a section through parts of two stacked modules with their two base frames 3a and 3b.
  • Plate elements 20a, 20b are inserted into the steel profiles 30a, 30b and covered with a screed 19a, 19b.
  • the base frame 3a rests on a strip foundation 22 with a gravel bed 52, which is introduced into the soil 51 of the grown soil.
  • a fixing plate 23 is arranged on the strip foundation 22 and fixed thereon with tie rods 40, 41.
  • a window 44 is let into the outer wall 10.
  • This has an outer frame 45 made of steel and the actual window inner frame 46 made of plastic and a schematically indicated double glazing.
  • the flat irons 28a, 28b can be seen, on which the outer wall cladding panels 15 rest, guided by the guide webs 26a, 26b.
  • the interior trim panels 16 are arranged and supported on the frame members 3a and 3b.
  • a sound-absorbing, soft-elastic element 50 e.g. made of neoprene, rubber or similar against the spread of structure-borne noise.
  • FIGS. 7a, 7b show corner connections between base frame 3 and support 5 from different perspectives.
  • Welded-in gusset plates 24 are used for stabilization.
  • Base frame 3 is each formed with double-T profiles 30.
  • the flat irons 28 are shown with the guide webs 26 which receive the outer wall cladding panels 15 in a load-bearing manner.
  • FIG. 7c shows a corner bond of the ceiling frame 4 with a support 5 in a completely welded design with gusset plates 24.
  • Figure 8a shows two adjacent base frames 3 with a connection by a screwed tab 17.
  • the two base frames have a common strip foundation 22 on which fixing plates 23 are arranged and firmly anchored with tie rods 40, 41.
  • FIG. 8b shows frame elements 3, 4 which are assigned to modules which are arranged on one another or on top of one another.
  • the figure shows the connection of the frame elements 3, 4 with horizontally and vertically arranged clamping screws 18a, 18b.
  • Sound-absorbing intermediate layers 50 for example made of neoprene or rubber, are inserted between the frame parts 3 and 4 and provide insulation against the spread of structure-borne noise.
  • FIG. 8c shows in detail a square tubular profile 35 of a ceiling frame 4 with a welded-on angle iron 36 and inserted ceiling plate element 21.
  • the ceiling plate elements 21 can be inserted from above.
  • the plate elements 20 for the floors can be done so that the base frame 3 on double-T beams 30 at one end remains open, then the gas-concrete floor slab elements 20 are inserted and finally a final double T-beam 30 is placed from the front and welded to the side members 32 of the base frame.
  • the invention thus fulfills the task set out in an optimal solution.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Panels For Use In Building Construction (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP94112242A 1993-08-13 1994-08-05 Bâtiment composé par des modules de cellules préfabriquées Expired - Lifetime EP0639677B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
1992-01-09
DE9312109U 1993-08-13
DE9312109U DE9312109U1 (de) 1993-08-13 1993-08-13 Gebäude, bestehend aus Modulen vorgefertigter Bauzellen

Publications (2)

Publication Number Publication Date
EP0639677A1 true EP0639677A1 (fr) 1995-02-22
EP0639677B1 EP0639677B1 (fr) 1998-01-21

Family

ID=6896735

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94112242A Expired - Lifetime EP0639677B1 (fr) 1993-08-13 1994-08-05 Bâtiment composé par des modules de cellules préfabriquées

Country Status (5)

Country Link
EP (1) EP0639677B1 (fr)
AT (1) ATE162577T1 (fr)
CZ (1) CZ196394A3 (fr)
DE (2) DE9312109U1 (fr)
PL (2) PL304602A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0878588A1 (fr) 1997-05-16 1998-11-18 Volker Gorgas Bâtiment avec jusqu'à quatre étages, notamment à usage d'habitation, et procédé pour son érection
DE19733311A1 (de) * 1997-08-01 1999-02-25 K & P L B Kracke & Partner Gmb Gebäude
EP1598494A1 (fr) * 2004-05-19 2005-11-23 Ernst Unterluggauer Bâtiment
EP1647644A2 (fr) * 2004-10-05 2006-04-19 Schwörer Haus GmbH & Co. Module de bâtiment pour être installé dans une pièce d'un bâtiment
WO2006122372A1 (fr) * 2005-05-19 2006-11-23 Makulbek Pty Ltd Bati de construction modulaire
AT511169A1 (de) * 2011-03-03 2012-09-15 Siegfried Ing Ruenzler Modulares gebäude
WO2016088046A1 (fr) 2014-12-03 2016-06-09 Nordland Corporation Système cadre en acier et son procédé d'assemblage
US11767667B2 (en) 2019-06-02 2023-09-26 Tradecraft Industries Llc Modular dynamic building structure and method for configuring the same
DE202022105427U1 (de) 2022-09-27 2024-01-02 Wanzl GmbH & Co. KGaA Bogenkonstruktion

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0665341A1 (fr) * 1994-01-26 1995-08-02 Heinrich Amlang Unité d'habitation et procédé pour sa fabrication et cadre plancher pour celle-ci
IT239434Y1 (it) * 1994-10-11 2001-02-26 F A E Ind Alloggi Prefabricati Monoblocco prefabricato ad uso abitativo
DE4437437C2 (de) * 1994-10-20 1997-04-24 Heinrich Amlang Transportable Wohneinheit oder Wohneinheitsabschnitt
DE102005009978A1 (de) * 2005-03-04 2006-09-07 Rainer Huxel Sebsttragende Raumzelle mit nichttragenden vorgesetzten Aussenwänden
AT521248B1 (de) 2018-10-31 2019-12-15 Weiss Reinhold Gebäudefundament für ein selbsttragendes Haus
CN109707048A (zh) * 2019-02-21 2019-05-03 四川建安装配式工程科技股份有限公司 箱式建筑模块及装配式建筑主体结构

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2320917A1 (de) * 1972-02-21 1974-11-07 Meyer Jochen Stahlkonstruktion mit raumzellen
DE2920421A1 (de) * 1978-05-25 1979-12-06 Patent Concern Nv Raumkasten
EP0014775A1 (fr) * 1979-02-16 1980-09-03 Henry Feico Bijl Bâtiment comportant une pluralité d'éléments de base semblables assemblés sur le chantier et procédé pour construire un tel bâtiment
WO1982003418A1 (fr) * 1981-03-26 1982-10-14 Tell Nico Ab Von Structure constructive mobile
US4620404A (en) * 1983-06-14 1986-11-04 Polyfab S.A.R.L. Building panel
FR2672923A1 (fr) * 1991-02-19 1992-08-21 Bois Scies Manufactures Local modulaire prefabrique.

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2320917A1 (de) * 1972-02-21 1974-11-07 Meyer Jochen Stahlkonstruktion mit raumzellen
DE2920421A1 (de) * 1978-05-25 1979-12-06 Patent Concern Nv Raumkasten
EP0014775A1 (fr) * 1979-02-16 1980-09-03 Henry Feico Bijl Bâtiment comportant une pluralité d'éléments de base semblables assemblés sur le chantier et procédé pour construire un tel bâtiment
WO1982003418A1 (fr) * 1981-03-26 1982-10-14 Tell Nico Ab Von Structure constructive mobile
US4620404A (en) * 1983-06-14 1986-11-04 Polyfab S.A.R.L. Building panel
FR2672923A1 (fr) * 1991-02-19 1992-08-21 Bois Scies Manufactures Local modulaire prefabrique.

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0878588A1 (fr) 1997-05-16 1998-11-18 Volker Gorgas Bâtiment avec jusqu'à quatre étages, notamment à usage d'habitation, et procédé pour son érection
DE19720554C1 (de) * 1997-05-16 1998-12-10 Volker Gorgas Gebäude mit bis zu vier Geschossen, insbesondere für Wohnzwecke, und Verfahren zu deren Errichtung
DE19733311A1 (de) * 1997-08-01 1999-02-25 K & P L B Kracke & Partner Gmb Gebäude
DE19733311B4 (de) * 1997-08-01 2006-08-17 K+P L.-B. Kracke + Partner Gmbh Gebäude
EP1598494A1 (fr) * 2004-05-19 2005-11-23 Ernst Unterluggauer Bâtiment
EP1647644A2 (fr) * 2004-10-05 2006-04-19 Schwörer Haus GmbH & Co. Module de bâtiment pour être installé dans une pièce d'un bâtiment
EP1647644A3 (fr) * 2004-10-05 2007-01-03 Schwörer Haus GmbH & Co. Module de bâtiment pour être installé dans une pièce d'un bâtiment
WO2006122372A1 (fr) * 2005-05-19 2006-11-23 Makulbek Pty Ltd Bati de construction modulaire
AT511169A1 (de) * 2011-03-03 2012-09-15 Siegfried Ing Ruenzler Modulares gebäude
WO2016088046A1 (fr) 2014-12-03 2016-06-09 Nordland Corporation Système cadre en acier et son procédé d'assemblage
US11767667B2 (en) 2019-06-02 2023-09-26 Tradecraft Industries Llc Modular dynamic building structure and method for configuring the same
DE202022105427U1 (de) 2022-09-27 2024-01-02 Wanzl GmbH & Co. KGaA Bogenkonstruktion

Also Published As

Publication number Publication date
EP0639677B1 (fr) 1998-01-21
DE9312109U1 (de) 1993-11-11
PL58625Y1 (en) 2001-05-31
PL304602A1 (en) 1995-02-20
DE59405072D1 (de) 1998-02-26
CZ196394A3 (en) 1995-02-15
ATE162577T1 (de) 1998-02-15

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