EP0639677B1 - 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
EP0639677B1
EP0639677B1 EP94112242A EP94112242A EP0639677B1 EP 0639677 B1 EP0639677 B1 EP 0639677B1 EP 94112242 A EP94112242 A EP 94112242A EP 94112242 A EP94112242 A EP 94112242A EP 0639677 B1 EP0639677 B1 EP 0639677B1
Authority
EP
European Patent Office
Prior art keywords
building
building according
frame
steel
boards
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.)
Expired - Lifetime
Application number
EP94112242A
Other languages
German (de)
English (en)
Other versions
EP0639677A1 (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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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
    • 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 prefabricated modules Building cells, with each module forming a steel skeleton weldable, from a rectangular base frame, a rectangular Ceiling frame and four vertical supports existing frame construction has, the outer surfaces and if necessary also Inner surfaces with lightweight boards heat and sound insulating covered and their floors and ceilings with prefabricated self-supporting, in of steel profiles of the base or ceiling frame formed guides insertable plate elements made of concrete are trained.
  • DE-U1-88 07 893.0 is a kit for a portable House known. This consists of two as a closed hollow body trained with windows, entrance door and through openings Housing units with a rectangular layout, sealing elements for the Sealing the gap of the abutting sides of the residential units and a trailer to accommodate a residential unit. As a disadvantage the special trailer is felt in this context, which not only causes high costs, but at every exhibition location Housing problems and protection against the weather caused.
  • DE-U1-88 05 332.6 is a covered interim work station known. This is supported by two longitudinal, roof-supporting Walls formed, with both the walls and the roof prefabricated Assembly parts are.
  • the walls are components of a standard container, the prefabricated roof structure to be placed on the corner posts can be fastened from corrugated sheet or trapetz sheet metal sheets.
  • the standard container are walk-in living containers with doors and windows.
  • the covered interim work station is used for accommodation of personnel and material on construction sites and also in disaster areas and is specially designed to be easy and fast can be set up and is just as quick and easy at no great cost and without heavy lifting gear to be removable. For residential purposes is the covered interim work place unsuitable.
  • EP 0 014 775 A1 describes a building which consists of a large number similar basic building elements exist at the installation site to be connected together and a method for Construction of such a building. After connecting a variety the same basic building elements at the installation site are the roof covering, the floor elements and the walls attached and with the Basic building elements connected. These basic elements form one Frame made of square steel profiles.
  • the outer walls can either conventionally made of bricks or lightweight concrete elements, be made of clay or wood and the like.
  • the floor can also consist of standard elements or also from common beams with floor slabs.
  • WO 82/03418 discloses the welding of steel skeletons existing room cells using U-shaped connection profiles solid building structures.
  • the present invention is based on the aforementioned prior art the task is based on a building in the preamble of claim 1 mentioned means to indicate the application of Exterior wall cladding panels and ceiling panels and thus overall the assembly of a base frame in the form of a steel skeleton showing building and thereby simplify the construction costs decrease significantly.
  • the invention proposes that the base frame of a steel skeleton has double-T longitudinal and transverse beams welded together to form a rectangle, for example IPB 160, the lower outer-wall flanges of which have welded, cantilevered flat bars with vertical guide webs at intervals , which are designed as brackets for external wall cladding panels.
  • This measure advantageously simplifies the attachment of the cladding panels for outer walls but also for inner walls.
  • custom-made, for example, aerated concrete elements can be attached to the existing brackets without any problems during assembly, whereby assembly work is reduced, fastening material is saved and the construction time of the entire building is reduced.
  • the advantage of reducing assembly work by eliminating additional fasteners has an impact on the personnel costs when building a building, and moreover, the building can be constructed in the shortest possible construction time, which means a further cost prejudice.
  • the ceiling frame consists of square tubes, which are spaced inwards pointing and trained angle iron on supports for the ceiling panels are pre-welded.
  • This additional inventive measure is of considerable advantage because it consists of square tubes Ceiling frame at intervals facing inwards and as a support angle iron designed for the ceiling panels are pre-welded. The ceiling panels can be placed quickly from above be what compared to inserting the plates from the Side leads to a reduction in assembly times.
  • An expedient embodiment of the invention provides that several steel skeletons forming a building by means of tie rods in the machine or steel construction usual connecting elements are connected.
  • the side members of the base frame on one end with a Cross members are welded firmly, whereas the cross members of the others Front side using more common in machine or steel construction Detachable connecting means can be connected to the side members.
  • An expedient embodiment provides that between the flanges of the double-T side members are adjustable U-profile members, e.g. U 160, are welded in.
  • An embodiment further provides that lightweight concrete slabs made of pore or gas concrete or sheet clay and / or fly ash, fibers or waste concrete or plastics containing organic materials are provided for the outer wall cladding, which have a weight between 1100 and 1400 kg / m 3 .
  • a method is known from EP 0 208 070 B1, for example, with which spatially stable components resistant to water and frost can be produced economically with high thermal insulation. These components have a dry bulk density of 500 to 800 kg / m 3 .
  • the lightweight concrete slabs provided for the outer cladding can have a weight between 800 and 1800, preferably between 1100 and 1400 kg / m 3 .
  • the panels provided for the interior wall cladding can also consist of lightweight concrete.
  • the inner walls can be clad with panels which are made of lightweight materials and are preferably gypsum-bonded products such as gypsum-fiber mixed panels or gypsum plasterboards, gypsum foam panels with a porous structure or other known gypsum building materials.
  • gypsum-bonded products such as gypsum-fiber mixed panels or gypsum plasterboards, gypsum foam panels with a porous structure or other known gypsum building materials.
  • Such interior wall cladding panels consisting of gypsum building materials usually have a weight between 450 and 800, preferably between 550 and 750 kg / m 3 .
  • plates can also be used which consist of at least 80% recycled plastic waste.
  • An additional embodiment provides with great advantage that Cladding panels for interior walls with integrated inlets and outlets are designed for electricity and water as prefabricated components. This measure eliminates the assembly effort required on site reduced to an absolute minimum.
  • One design measure is that the outer wall cladding of a module is constructed in multiple layers with a light-weight panel arrangement with insulating gaps located between them. In addition to the unusually quick installation on site, this results in a building with a homely flair without container character with an optimal indoor climate as a result of surprisingly good thermal insulation values. Furthermore, a flexible design of the outer facade and a multi-storey design of the building is possible at extremely low construction costs. Within the scope of the present calculation, these are around 50% of the usual construction costs per m 3 of converted space.
  • a base is expediently assigned to the base frame, which carries a steel support and fixing plate anchored in the foundation.
  • modules or modules arranged one on top of the other are insulated from one another by intermediate layers of sound-absorbing, soft-elastic material such as neoprene, rubber against the spread of structure-borne noise.
  • a very useful embodiment of one with the invention provides that this one Pre-fabricated elements preceded by a staircase that can be assembled is. This gives the house its character and appearance of a normal apartment building, which differs from other usual apartment building or hardly distinguishes business buildings from the outside. This Impression is enhanced by the fact that the building has a roof usual design is coverable.
  • Figure 1 shows parts of a rectangular base frame 3 and one ceiling frame 4 above.
  • the base frame 3 is exposed Side members 32 and cross members 33 together. These are in the corner welded together.
  • a double T profile is used as the longitudinal beam 32 30 used, while the cross member 33 from a U-profile 37 consists.
  • a support 5 is welded onto the side member 32, which carries the ceiling frame 4 together with other supports. This advantageously consists of square tubes 35.
  • a diagonal plate 49 as a stiffening element welded, which is also a crane eye for attaching a Load hook or a load harness.
  • FIG. 1 also shows a part of a strip foundation 22 an overlying fixation plate 23. This serves to secure Support for the double T-beam 30 and is with it in places connected by welding.
  • the fixing plate 23 can in turn expediently cast into the strip foundation 22 with tie rods 40, 41 and be firmly connected to it, as shown in the figures 6 or 8a can be recognized.
  • 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 panels 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 Be 15. It is then expedient to have one between the two plate arrangements Air gap left.
  • Figure 2 shows two slightly different in their individual design Buildings that according to the invention from each other or modules 1 to 1d arranged one on top of the other.
  • the bottom right The building shown from the front is in cross section a total of five modules 1, 1a, 1b, 1c, 1d assembled and points a triple arrangement of these five modules in the longitudinal plane on, that is, that building is made up of a total of fifteen modules assembled or built.
  • FIG. 3 and 4 is perspective from each other Directions a building part consisting of three modules 1 to 1b shown with partial cladding of the outer walls 10, 11.
  • Clear the lightweight concrete slabs provided for the outer wall cladding can be seen 15 from aerated or aerated concrete or other types of Lightweight concrete mixes.
  • These panels can be made to measure and individually numbered according to the construction plan on the outside of the steel skeleton 2 can be arranged.
  • Provided as interior wall cladding Panels 16 can be seen next to the window openings. Finally from the perspective through the windows are also those To recognize plate elements 20 for the floors.
  • Each module unit is with complete electrical and sanitary installation as well as with Windows and doors.
  • the plate elements 20 for the bottom 6 with a Screed 19 should be provided.
  • the modules are otherwise regarding their equipment with doors, windows, installations etc. for one extremely flexible expansion.
  • modules can also be used as Stair modules must be set up.
  • Figure 4 shows the part of the building of Figure 3 from the opposite Perspective with a view of what is clad with interior wall elements 16 Inner.
  • 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 together by connecting elements, as can be seen in detail from FIGS. 8a, 8b are.
  • 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. In the corner bandages are gusset plates 24 for stabilization shrink wrapped. On the front double T-beam 32 are the in Spaces welded flat iron 28 with arranged thereon Guide webs 26 recognizable. These serve the outer lightweight cladding panels 15 as supports for support.
  • Figure 6 shows a section through parts of two superimposed Modules with their two base frames 3a and 3b.
  • plate elements 20a, 20b are respectively inserted and with a screed 19a, 19b layered.
  • the base frame 3a rests a strip foundation 22 with gravel bed 52, which in the ground 51 of the grown soil is introduced.
  • a fixing plate 23 is arranged and with tie rods 40, 41 fixed on this.
  • a window 44 let in This has an outer frame 45 made of steel and the actual window inner frame 46 made of plastic and a schematic indicated double glazing.
  • a sound-absorbing, soft-elastic element 50 e.g. made of neoprene, rubber or similar against Diffusion of structure-borne noise let in.
  • Figures 7a, 7b show corner connections from different perspectives between base frame 3 and support 5.
  • the base frame 3 is in each case trained with double-T profiles 30.
  • On their outer, lower Flanges 31 are the flat irons 28 with the guide webs 26 shown, which receive the outer wall cladding panels 15 supporting.
  • Figure 7c shows a corner of the ceiling frame 4 with a support 5 in a fully welded design with gusset plates 24.
  • Figure 8a shows two adjacent base frames 3 with one Connection by a screwed tab 17.
  • the two base frames have a common strip foundation 22, on which fixing plates 23 are arranged and with tie rods 40, 41 are firmly anchored.
  • FIG. 8b shows frame elements 3, 4 which are against one another or onto one another arranged modules are assigned.
  • the figure shows the Connection of the frame elements 3, 4 with horizontal and vertical arranged clamping screws 18a, 18b.
  • Between the frame parts 3 and 4 are sound-absorbing intermediate layers 50, for example made of neoprene or Rubber inserted and provide insulation against spreading of Structure-borne noise.
  • FIG. 8c shows a square tubular profile 35 in detail a ceiling frame 4 with welded angle iron 36 and inserted Ceiling plate element 21. With this configuration, you can the ceiling plate elements 21 are inserted from above.
  • the plate elements 20 for the floors can be moved that the base frame 3 on double-T beams 30 at one end initially remains open, then the gas concrete floor slab elements 20 are inserted and finally a final double T-beam 30 from submitted to the front and with the side members 32 of the base frame is welded.
  • the invention thus fulfills the above-mentioned solution in an optimal solution Task.

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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)

Claims (14)

  1. Bâtiment composé par des modules de cellules préfabriquées, chaque module (1) présentant une structure soudable à une charpente métallique (2), laquelle se composant d' un cadre de base rectangulaire (3), d'un cadre de plafond rectangulaire (4) et de quatre supports verticaux (5), les surfaces extérieures (10, voire 11) et au besoin également les surfaces intérieures (12, voire 13) de cette structure étant recouvertes de panneaux de construction légers (14-16) calorifuges et insonorisants et dont les planchers (6) et plafonds (7) sont formés par des éléments de plaque (20, 21) en béton préfabriqués et autoporteurs, insérables dans des guidages (47) constitués dans les profilés en acier (30) du cadre de base, voire du plafond (3, 4),
    caractérisé en ce que
    le cadre de base (3) d'une charpente métallique (2) présente des poutres longitudinales à double T et transversales (30) soudées entre elles pour former un rectangle, par exemple IPB 160 dont les brides (31) inférieures du côté du mur extérieur présentent des aciers plats (28a, 28b) en saillie soudés à intervalles avec des étançons de guidage (26a, 26b) verticaux, qui sont constitués sous forme de supports pour les plaques de revêtement (15) à positionner sur le mur extérieur.
  2. Bâtiment selon la revendication 1,
    caractérisé en ce que
    le cadre de plafond (4) est composé de tubes carrés (35) sur lesquels sont présoudés à intervalles des cornières (36) dirigées vers l'intérieur et servant de support aux dalles de plafond (21).
  3. Bâtiment selon la revendication 1 ou 2,
    caractérisé en ce que
    plusieurs charpentes métalliques (2) qui constituent un bâtiment sont reliées par des tirants d'ancrage (40, 41) avec les éléments de fixation habituels dans les constructions mécanique et métallique.
  4. Bâtiment selon une ou plusieurs des revendications 1 à 3,
    caractérisé en ce que
    les poutres longitudinales (32) du cadre de base (3) sont soudées fixement à une poutre transversale (33) sur une face, la poutre transversale (34) de l'autre face pouvant par contre être reliée aux poutres longitudinales (32) en utilisant les moyens de liaisons amovibles habituels dans la construction mécanique ou la construction métallique.
  5. Bâtiment selon une ou plusieurs des revendications 1 à 4,
    caractérisé en ce que
    les poutres profilées en U adaptables, par ex. U 160, sont soudées comme poutres transversales (33, voire 34) entre les brides (29) des poutres longitudinales à double T (32).
  6. Bâtiment selon une ou plusieurs des revendications 1 à 5,
    caractérisé en ce que
    pour le revêtement extérieur on a prévu des plaques en béton léger (15) en béton poreux, voire cellulaire autoclavé, voire en argile expansée et/ou en cendres volantes, fibres ou déchets de plastique ou en béton contenant des matériaux organiques qui ont un poids de 1.100 à 1.400 kg/m3.
  7. Bâtiment selon une ou plusieurs des revendications 1 à 5,
    caractérisé en ce que
    les cloisons intérieures sont également recouvertes de plaques (16) qui sont composées de matières légères et de préférence des produits mélangés au plâtre tels que des plaques en staff ou des plaques de parement en plâtre, des plaques en plâtre alvéolaire à structure poreuse ou d'autres matériaux de construction connus en plâtre.
  8. Bâtiment selon la revendication 7,
    caractérisé en ce que
    les plaques de revêtement (16) des cloisons intérieures composées de matériaux de construction en plâtre ont un poids entre 450 et 800 kg/m3, mais de préférence entre 550 et 750 kg/m3.
  9. Bâtiment selon une ou plusieurs des revendications 1 à 5,
    caractérisé en ce que
    les plaques de revêtement (15, 16) se composent d'au moins 80% de déchets de plastique recyclables.
  10. Bâtiment selon une ou plusieurs des revendications 1 à 9,
    caractérisé en ce que
    les plaques de revêtements (16) pour les cloisons intérieures (12, 13) sont réalisées avec des conduites d'amenées et d'évacuation intégrées pour l'électricité et l'eau en tant qu'éléments de construction préfabriqués.
  11. Bâtiment selon une ou plusieurs des revendications 1 à 10,
    caractérisé en ce que
    le revêtement extérieur d'un module (1) est constitué de plusieurs couches avec une disposition de panneaux de construction légers (14, 15) avec entre elles une fente d'isolation.
  12. Bâtiment selon une ou plusieurs des revendications 1 à 11,
    caractérisé en ce que
    qu'une semelle filante (22) est affectée au cadre de base (3) laquelle porte une plaque de fixation, d'appui (23) en acier ancrée dans la semelle (22).
  13. Bâtiment selon une ou plusieurs des revendications 1 à 12,
    caractérisé en ce que
    les modules (1a, 1b, 1c etc.) disposés les uns à côté des autres ou les uns sur les autres sont isolés mutuellement par des couches intermédiaires (50) en matériau élastique insonorisant tel que Néoprène, caoutchouc, contre la propagation des bruits de structure.
  14. Bâtiment selon une ou plusieurs des revendications 1 à 13, que l'on peut installer une cage d'escalier (8j en éléments préfabriqués assemblés et qu'on peut le recouvrir d'un toit (9).
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 EP0639677A1 (fr) 1995-02-22
EP0639677B1 true 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)

Families Citing this family (15)

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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
DE19720554C1 (de) 1997-05-16 1998-12-10 Volker Gorgas Gebäude mit bis zu vier Geschossen, insbesondere für Wohnzwecke, und Verfahren zu deren Errichtung
DE19733311B4 (de) * 1997-08-01 2006-08-17 K+P L.-B. Kracke + Partner Gmbh Gebäude
AT502045B1 (de) * 2004-05-19 2007-01-15 Ernst Unterluggauer Bauwerk, insbesondere wohnhaus
DE202004015439U1 (de) * 2004-10-05 2004-12-09 Schwörer Haus GmbH & Co. Raumzelle zum Einbau in einen Raum eines Bauwerks
DE102005009978A1 (de) * 2005-03-04 2006-09-07 Rainer Huxel Sebsttragende Raumzelle mit nichttragenden vorgesetzten Aussenwänden
AU2006202073A1 (en) * 2005-05-19 2006-12-14 Makulbek Pty Ltd Modular building frame
AT511169A1 (de) * 2011-03-03 2012-09-15 Siegfried Ing Ruenzler Modulares gebäude
LT6307B (lt) 2014-12-03 2016-08-25 Nordland Corporation Plieninio karkaso sistema ir surinkimo būdas
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
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

Family Cites Families (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
NL7903201A (nl) * 1978-05-25 1979-11-27 Patent Concern Nv Element voor een gebouw.
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
SE444198B (sv) * 1981-03-26 1986-03-24 Tell Nico Ab Von Byggnadskonstruktion av prismatiska rumsmoduler med vertikala och horisontella fastsvetsade sammanbindningselement och lyftoglor
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.

Also Published As

Publication number Publication date
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
EP0639677A1 (fr) 1995-02-22
ATE162577T1 (de) 1998-02-15

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