EP0688385B1 - Modulare gebäudestruktur aus laminatplatten - Google Patents

Modulare gebäudestruktur aus laminatplatten Download PDF

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Publication number
EP0688385B1
EP0688385B1 EP93906191A EP93906191A EP0688385B1 EP 0688385 B1 EP0688385 B1 EP 0688385B1 EP 93906191 A EP93906191 A EP 93906191A EP 93906191 A EP93906191 A EP 93906191A EP 0688385 B1 EP0688385 B1 EP 0688385B1
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EP
European Patent Office
Prior art keywords
roof
walls
wall
panels
modular
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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
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EP93906191A
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English (en)
French (fr)
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EP0688385A1 (de
EP0688385A4 (de
Inventor
Raymond L. Emmert
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Emmert Second LP
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Emmert Second LP
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Publication of EP0688385A4 publication Critical patent/EP0688385A4/xx
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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
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E04B7/22—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/028—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of structures of pyramidal or conical shape
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • 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
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section

Definitions

  • This invention relates to sandwich panels and more particularly to factory fabricated field assembled modular building structures and methods of assembly which efficiently utilize laminated sandwich panels.
  • This invention discloses a novel and unique building system 3 which utilizes laminated panels structurally not only for the walls but also for a completely self supporting cathedral type roof.
  • a laminated panel roof structure without requiring interior supports, makes an exceptionally efficient and versatile building with the option of leaving the interior completely open or arranging interior partitions for complete design flexibility.
  • the efficient module units of this invention may be joined with passageway connectors to provide a wide variety of building combinations and arrangements. Used singly, the module units provide aesthetic single family dwellings or used in combination and various sizes, they become an impressive complex structure suitable for many purposes.
  • Some prefabricated sandwich panel systems use post and beam wall and roof primary structures to which they attach panels. Others support roof panels with interior walls or ridge beams. Still others use conventional roof trusses to which they attach the sandwich panels. None use the panels themselves as the primary roof support.
  • United States patent number 390,589 issued October 2, 1888 to Goodnow for portable house discloses erecting a four wall building in which posts are mounted on the foundation and secured to a sill by strap metal plates.
  • a top rail joins the upper ends of the posts and the spaces between the posts are filled with paper or cardboard and the respective adjacent corners of the walls are secured together by removable hinge pintles.
  • the four trianguler section roof is simil.iarly formed by a side piece hinge joined to the top rail of the respective wall with its side rafters joined to the roof side piece by strap iron members and the roof hip rafters have hinges connected by romovable hinge pintles.
  • United States patent number 2,231,065 issued February 11, 1941 to Gable for sectional metal building discloses four single thickness metal walls and a four triangular section roof in which the wall corners are joined by interlocking flanges and the roof depending edge joined to the respective upper wall edge by interlocking flanges and the hip roof rafter edges simil.iarly joined by interlocking sliding flanges.
  • Swiss patent number 4,685,534 issued to Oksakowski discloses prefabricated concrete roof structures supported by their base edges on concrete walls.
  • This invention is distinctive over the above mentioned systems by providing a completely self supporting paneled roof structure and other unique and novel associated systems by a panel, formed by a pair of skins or face sheets bonded to an insulating core to form a panel unit of standard building panel dimensions normally having a length at least twice its width.
  • the core is divided into three longitudinal sections, the major central section being 2/3 the width of the panel and two elongated longitudinal edge sections each being 1/6 the width of the panel.
  • a pair of elongated planar stiffeners or bracing members, coextensive with the length of the insulating core sections, is symmetrically interposed between the core sections at 2/3 the width of the panel.
  • outermost core sections lie in a plane common to the surface of the adjacent edges of the respective skin or face.
  • the skins or faces of the panel project beyond the end limit of the core sections a distance sufficient to nest a length of dimension lumber or other structural component when inserted therein.
  • the outward longitudinal edge portions of the outermost core sections are beveled for receiving splicing members joining one longitudinal edge of one panel to another.
  • each outer core section is provided with a longitudinal groove communicating with the panel end transverse groove and extending toward the other end of the panel adjacent the outwardly disposed surface of the respective reinforcing or stiffening member.
  • a modular building structure having a foundation, a floor and a plurality of upright interconnected modular exterior side walls supported by said floor, and a modular roof structure supported only by said sidewalls, said modular roof structure comprising a plurality of planar modular roof sections of truncated apex triangular shape with said sections each having a lower end edge surface abutting said stop and being disposed in juxtaposed upwardly converging self-supporting cooperative relation from said stop and extending downwardly and outwardly at their depending ends above and beyond the vertical outer perimeter surfaces of said walls, and each roof section comprising a plurality of laminated insulating material structure panels joined in longitudinal edge fashion by splines, and, keystone box frame means interposed between and secured to the upper truncated apex ends of said roof sections; characterised by a top plate overlying the respective exterior side wall, and an upwardly extending wall reinforcing band located outwardly of said walls and circumferentially surrounding the outer upper vertical surfaces of said
  • a method of erecting a self supporting roof on the upper limit of a modular structure defined by a plurality of rigidly joined together upstanding exterior side walls comprising the steps of: a) providing an end compression frame defined by a like plurality of vertical frame walls; b) surrounding the outer upper perimeter of the side walls with an inwardly facing stop forming reinforcing band, c) providing a like plurality of cooperating triangular shaped modular roof sections each including juxtaposed laminated insulating material panels defining a base edge and a truncated edge; d) temporarily centrally supporting said compression frame on scaffolding at a predetermined elevation above a horizontal plane defined by the upper limit of said exterior walls with the compression frame vertical walls parallel with the respective exterior wall; and e) interposing said roof sections in juxtaposed relation between the stop on the upper limit of the respective upstanding exterior wall and the cooperating compression frame vertical wall in a predetermined sequence.
  • the structure in general utilises modular components for forming building structures of a particular design.
  • the components are formed from a plurality of structurally reinforced insulating panels joined in longitudinal edge fashion by splines and joined at their respective top and bottom ends by elongated dimension lumber for forming relatively large surfaces, such as floors, walls and roofs, with cut-outs for doors and windows in the wall areas.
  • the several roof sections resting at their depending edge portions on the upper limit of the structure walls are self supporting at their upper limit requiring only a keystone-type box frame at their uppermost edge limits to provide light weight building structure modules formed by a plurality of insulating panels joined in longitudinal juxtaposed edge position including roof forming modules which are centrally self supporting.
  • the reference numeral 10 indicates a building formed in accordance with this invention.
  • the building 10 may be rectangular, as shown, or any desired perimeter configuration such a octagonal or hexagonal as at 10' (Fig. 12) having a floor 12, upstanding walls 14, a roof assembly 16 and a roof apex open box frame assembly 18. Both the walls and the roof of the building 10 are formed by juxtaposed panel members 20 and 20'.
  • the structure of the panels 20 comprise structural boards 22 or skins (Figs. 3), bonded to opposing sides of a selected thickness of synthetic insulating material 24.
  • the skins 22 project beyond opposing ends of the insulating material 24 (Fig. 6) a selected distance sufficient for receiving dimension lumber for the reasons presently explained.
  • each panel Longitudinal edges of each panel have the insulating material recessed inwardly adjacent the respective inner surface of the respective skin for receiving splines 26 (Fig. 3) for joining two adjacent panels 20 to each other in edgewise juxtaposed relation.
  • Each panel 20 is further provided with a pair of longitudinally extending stiffeners, not shown, extending the full length and transversely the thickness of the insulating material to add rigidity to the respective panel.
  • the concrete floor 12 and the footing 30 forms the foundation for the building 10.
  • Anchor bolts 32 in the concrete secure a sole plate 34 thereto.
  • each wall 14 The required plurality of the panels 20 are joined together in longitudinal edgewise juxtaposed position by the splines 26 as described hereinabove, to form each wall 14.
  • Each wall 14 is raised into position over the sole plate 34 wherein the panel bottom recess 36, formed by the skins 22 projecting beyond the bottom end of the panel, nest the sole plate 34.
  • the skins are secured to opposing sides of the sole plate and the outer skin caulked, not shown.
  • Adjacent wall end panels are cooperatively rabbeted in interlocking relation.
  • a top rail 38 is nested by a similar recess in the top edges in the respective panels 20, thus rigidly securing the top and bottom edges of the wall panels 20.
  • electrical wires 40 which preferably comprises a complete wiring assembly or "harness” unit is laid in the panel top horizontal grooves 42 and communicating vertical grooves preformed in selected panels to electrical outlet box positions 44 located on panel inner surfaces.
  • a top plate 46 overlies and is secured to the top rail 38.
  • a face plate 48 coextensive with the respective wall 14 overlies its upper outer edge portion under the overhanging edge of the plate 46.
  • a U-shaped wall reinforcing band 50 extends around the perimeter of the building at the upper limit of its walls and projects above the plane of the top plate to form a roof stop 51 for the reason presently explained.
  • an angular metallic brace 52 of selected dimensions reinforces the respective corner of the building to prevent separation of the walls at the respective corner of the building as a result of the mass of the roof 16 thereon.
  • the roof assembly 16 similarly comprises four substantially identical truncated apex isosceles triangular roof sections 54 formed by a plurality of panels 20' having predetermined lengths.
  • the box frame means 18 functions similar to an arch keystone in supporting the roof 16.
  • the box frame means 18 comprises an open end compression frame 56 formed by a plurality, equal with the number of walls 14, of vertically disposed side wall members 58 of selected dimension.
  • the box frame 56 is horizontally disposed and serves as a reference structure joining the roof sections and is initially supported at a predetermined elevation above the plane defined by the walls top plate 46 by scaffolding, not shown, and positioned relative to the walls by a plurality of roof adjusting bars 60 (Fig. 2).
  • the compression frame 56 may be closed by any substantially conventional skylight cover 61, 61', or 61".
  • Each bar 60 is bifurcated at its upper end portion, as at 62 (Fig. 6), for nesting a corner portion of the frame 56.
  • the bar 60 depending end portion overlies the top plate 46 at respective wall corner forming junctures of the building.
  • Each panel of the roof sections 54 is trimmed to required dimensions and placed in position with its top end edge 64 in supporting contact with a box frame wall surrounding outstanding ledge 66 on the frame wall 58.
  • the roof assembly is erected by first interposing the central most panel 20' of each roof section 54 between the upstanding stop 51, formed by the band 50 above the plate 46, and the cooperating compression box wall 58. The depending edge portion of each roof section is secured to the top plate 46 and abuts the upstanding edge of the band 50 (Fig. 6). The remaining roof section panels 20' are similarly joined in edge to edge juxtaposed relation as described hereinabove for the panels 20.
  • the under surface of the respective bar 60 forms a finished appearance for the roof sections junctures.
  • Roofing 70 is placed in overlying position on the respective roof section 54. Fascia boards 68 conceal the member 50 and the angle brackets 52 to provide a pleasing appearance.
  • the upwardly disposed end surface 72 of the respective roof section 54 defines a triangular, in transverse cross section, shaped void 74 (Fig. 6) adjacent the outer surface of the box frame wall 58.
  • This space 74 is covered by flashing 76 extending around the perimeter of the box frame 56 and is characterized by a downwardly inclined planar section 78 overlying the adjacent upper outer edge surface of the respective roof section 54.
  • This flashing 76 is transversely doubled back upon itself over the void 74, as at 80 (Fig. 6A), to form a space open downwardly in the plane of the roof for closely nesting the upwardly disposed end edge portion 82 of the roofing material which substantially preludes any separation in a curling action of the roofing 70 relative to the roofing panels 20'.
  • the upturned upper terminal edge portion 84 of the flashing abuts the outer surface of the box frame wall 58.
  • roof juncture sheet caps 71 overlie the upper surface of the flashing 76 and underlie the overhanging lip 59 of the box frame.
  • the depending end portion of the roof sheeting overhanging the lower end limit of the respective roof section 54 is provided with a U-shaped, in cross section, length of flashing 86 which nests the depending end edge portion of the roof sheeting, as illustrated by Fig. 6.
  • the respective longitudinal juxtaposed edges of the roof sections 54 form a polygonal, in transverse section, shaped void or opening between the longitudinal edges of the respective roof sections, as best shown by Fig. 4.
  • This polygonal shaped opening is cooperatively filled with a length of polygonal, in cross section, shaped insulating material 88.
  • the apex 90 of the polygonal shape is longitudinally covered by a pair of the flashing 76 disposed in inverted V-shaped relation.
  • a coextensive inverted U-shaped cap 92 joins the upstanding lip portions 84 of the flashings.
  • the flashings 76 are similarly doubled back upon themselves to receive an edge portion 82' of the roofing 70 to form a waterproof joint at this location.
  • a portion of the polygonal shaped void receives wiring 40 in the manner described hereinabove.
  • selected panels of the walls 14 are apertured to form openings closed, respectively, by a door 65 or window 67, as desired.
  • the building 10 may be connected in spaced relation with a plurality of other similar buildings of equal or smaller dimensions as at 100, 102 and 104, by covered walkways 106 and 108.
  • Each of the structures 100, 102, and 104 are formed substantially identical with the building 10 as described hereinabove.
  • the walkways 106 walls are similarly supported by a concrete floor and foundation 110.
  • the shaded side or north wall 112 is formed by upright wall panels. overlying roof panels 20" are joined in upper edge opposing relation by juxtaposed rabbeted edge dimension lumber members 114 (Fig. 8A) extending between and secured to the walls of the buildings 10 and 100, respectively.
  • the longitudinal side edges of the roof panels abutting the respective building wall outer surface is secured thereto by other dimension lumber members 115 (Fig. 11).
  • the member 115 being in turn longitudinally rabbeted for nesting an edge portion of the respective panel skin 22.
  • the sunny side of the walkway 106 is formed by a relatively low in height wall 14' as at 116.
  • the glass 116 being supported between the short wall 14' and the top roof panel 20" in a substantially conventional manner as illustrated by Fig. 10A.
  • the walkway 108 may comprise a green house having its base portion substantially identical with respect to the concrete foundation and short wall 14' as illustrated by Fig. 10 and having a similar roof overlying the shaded side of the walkway with upright light and heat admitting glass panes 120 on the opposite side of the walkway 108 including a portion of the roof being formed by glass panel 122.
  • an enclosed walkway 124 is formed similar to the walkway 106 with the exception that imperforate panel walls 112' enclose both sides of the walkway and are joined with the overlying roof panels in the manner illustrated by Fig. 9.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Environments (AREA)
  • Laminated Bodies (AREA)

Claims (11)

  1. Modulare Gebäudestruktur (10) mit einem Fundament (30), einem Boden (12) und einer Vielzahl durch den Boden (12) getragener, aufrecht stehender, miteinander verbundener modularer äußerer Seitenwände (14) und eine nur durch die Seitenwände (14) getragene modulare Dachstruktur (16), wobei die modulare Dachstruktur eine Vielzahl ebener modularer Dachabschnitte (54) mit stumpfscheitliger Dreiecksform umfasst, wobei alle Abschnitte (54) eine an einen Anschlag (51) anstoßende untere Abschlußkantenoberfläche aufweisen und ausgehend von dem Anschlag in nebeneinanderliegender, nach oben zusammenlaufender, selbsttragender, zusammenwirkender Beziehung angeordnet sind und sich nach unten und nach außen mit ihren abhängigen Enden oberhalb der vertikalen äußeren Umfangsoberflächen der Wände und über diese hinaus erstrecken, und alle Dachabschnitte (54) eine Vielzahl von laminierten Isoliermaterial-Strukturplatten (20') umfasst, die mit längsgerichtetem Kantenstoß durch Federn verbunden sind, und eine Scheitelkastenrahmeneinrichtung (18) umfasst die zwischen den oberen stumpfscheiteligen Enden (64) der Dachabschnitte (54) angeordnet und an diesen befestigt sind, gekennzeichnet durch eine die jeweilige äußere Seitenwand (14) überlagernde, obere Platte (46), und ein sich nach oben erstreckendes Wand-Verstärkungsband (50), das außerhalb der Wände angeordnet ist und die äußeren, oberen vertikalen Oberflächen der Wände über den Umfang umschließt und eine ununterbrochene Rückhalteeinrichtung bildet, das Verschiebungen der Wände (14) nach außen verhindert und einen über die obere Grenze der oberen Platte (46) herausragenden ununterbrochenen nach innen gerichteten Anschlag (51) bildet.
  2. Struktur nach Anspruch 1, in welcher die Kastenrahmeneinrichtung (18) gekennzeichnet ist durch einen mehrlagigen, vertikalen, offenen Rahmen (56) und eine den Rahmen überziehende wetterfeste Abdeckung (61).
  3. Struktur nach Anspruch 1 oder 2, in welcher jede Seitenwand (14) gekennzeichnet ist durch eine Vielzahl nebeneinanderliegender, längsgerichtet verbundener Isoliermaterial-Laminatplatten (20).
  4. Struktur nach einem der Ansprüche 1 bis 3, In welcher die modulare Dachstruktur des weiteren gekennzeichnet ist durch eine die Dachsektionen (54) überlagernde Dachverkleidung (70) und Abweiseblecheinrichtung (76), die einen Kantenteil der Dachverkleidung (70) zum wetterdichten Versiegeln der Kanten derselben miteinander und mit der Kastenrahmeneinrichtung (18) verschachtelt.
  5. Struktur nach einem der Ansprüche 1 bis 4, des weiteren gekennzeichnet durch ein die Wände tragendes Fundament (30), eine zwischen den Wänden (14) und dem Fundament (30) angeordnete Sockelplatte (34) und weitere wetterbeständige Ableiter (35), die den äußeren lateralen und oberen Kantenteil der Sockelplatte (34) und des Fundaments (30) überziehen.
  6. Struktur nach einem der Ansprüche 1 bis 5 , in welcher jeder Dachabschnitt (54) eine Vielzahl von Laminatstrukturplatten (20') umfasst und jede Platte (20') ein Paar Außenhäute (22) umfasst, die an gegenüberliegenden Seiten des Isoliermaterials (24) gebunden und mit benachbarten Platten (20') mit längsgerichtetem Kantenstoß, nebeneinanderliegend durch Federn (26) verbunden sind.
  7. Verfahren zum Errichten eines selbsttragenden Dachs (16) auf dem oberen Abschluß einer durch eine vielzahl fest verbundener, aufrecht stehender äußerer Seitenwände (14) festgelegten modularen Struktur (10), umfassend die Schritte: a) Vorsehen eines durch eine gleiche Vielzahl vertikaler Rahmenwände (58) festgelegten offenendigen Druckrahmens (56), b) Umschließen des äußeren oberen Umfangs der Seitenwände (14) mit einem einen Innenanschlag bildendem Verstärkungsband (50), c) Vorsehen einer gleichen Vielzahl zusammenwirkender, dreieckig geformter modularer Dachabschnitte (54), die jeweils nebeneinanderliegende laminierte Isoliermaterialplatten (20') enthalten, welche eine Basiskante und eine stumpfe Kante (64) festlegen, d) zeitweises zentrales Unterstützen des Druckrahmens auf einem Gerüst auf eine vorbestimmte Höhe oberhalb einer durch den oberen Abschluß der äußeren Wände (14) festgelegten horizontalen Ebene mit zu den jeweiligen äußeren Wänden (14) parallelen vertikaien Druckrahmenwänden (58), und e) Anordnen der Dachabschnitte (54) in nebeneinanderliegende Beziehung zwischen dem Anschlag (51) auf dem oberen Anschlag der jeweiligen aufrechtstehenden äußeren Wand (14) und der mit dieser zusammenwirkenden vertikalen Druckrahmenwand (58) in einer vorbestimmten Ordnung.
  8. Verfahren nach Anspruch 7, enthaltend die zusätzlichen schritte: f) Vorsehen einer ebenen oberen Platte (38) zum Bedecken der äußeren Seitenwände (14), g) Befestigen der oberen Platte (38) an dem oberen Abschluß der Wände (14) vor Schritt d) und h) Befestigen des Begrenzungsbands (50) an dem oberen Abschluß der Seitenwände (14) in Beziehung zu dem Dachabschnittsanschlag (51) vor Schritt e).
  9. Verfahren nach Anspruch 8, enthaltend den zusätzlichen Schritt: i) Anordnen eines Dachabschnitts-Positionseinstellbalkens (60) zwischen der. jeweiligen aufrechtstehenden äußeren Seitenwänden (14) und den Eckfugen der vertikalen Wände des Druckrahmens (18).
  10. Verfahren nach Anspruch 9, in Schritt e) enthaltend die zusätzlichen Schritte: j) mittiges Anordnen der mittleren Platte (20') jedes Dachabschnitts (54) zwischen dem oberen Abschluß der jeweiligen aufrechtstehenden Wand (14) und der zusammenwirkenden Druckrahmen-Wände (58) und k) Nebeneinanderlegen der übrigen Platten (20') der Dachabschnitte (54) an jeweiligen Seiten der jeweiligen mittlersten Platte in vorbestimmter Reihenfolge.
  11. Verfahren nach Anspruch 7, enthaltend den zusätzlichen Schritt: 1) Anordnen eines Dachabschnitts-Positionseinstellbalkens (60) zwischen der jeweiligen aufrechtstehenden äußeren Seitenwand (14) und den Eckfugen der vertikalen Wände (58) des Druckrahmens.
EP93906191A 1993-02-26 1993-02-26 Modulare gebäudestruktur aus laminatplatten Expired - Lifetime EP0688385B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/US1993/001624 WO1994019558A1 (en) 1993-02-26 1993-02-26 Laminated panel modular building structure

Publications (3)

Publication Number Publication Date
EP0688385A1 EP0688385A1 (de) 1995-12-27
EP0688385A4 EP0688385A4 (de) 1996-01-10
EP0688385B1 true EP0688385B1 (de) 1999-06-23

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AU (1) AU687344B2 (de)
DE (1) DE69325464T2 (de)
WO (1) WO1994019558A1 (de)

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Publication number Priority date Publication date Assignee Title
US5992110A (en) * 1995-09-07 1999-11-30 Clear; Theodore E. Wall panels and joint structures
DE19608483A1 (de) * 1996-03-05 1997-09-11 Berreth Rainer Dipl Ing Fh Vorgefertigte Leichtbauwand
DE10250665B4 (de) * 2002-09-10 2004-08-26 Weinmann Holzbausystemtechnik Gmbh Verfahren zur Herstellung von Sandwich-Wandelementen
NL1028297C2 (nl) * 2005-02-16 2006-08-23 Isobouw Systems Bv Dakbedekking alsmede paneel geschikt voor een dergelijke dakbedekking.
US8065840B2 (en) * 2009-04-06 2011-11-29 Syed Azmat Ali Zaidi Modular building construction system and method of constructing
US9476219B2 (en) * 2014-08-05 2016-10-25 Sadieshelter Homekits & Systems, Inc. Temporary shelter

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US390589A (en) * 1888-10-02 Portable house
US2231065A (en) * 1940-07-11 1941-02-11 Gabel John Sectional metal building construction
GB603573A (en) * 1944-12-28 1948-06-18 Franz Janovsky Improvements in buildings
US2856039A (en) * 1954-03-04 1958-10-14 Harold G Hawkinson Building construction
DE1094439B (de) * 1955-10-29 1960-12-08 Franz Janovsky Zerlegbares Kegeldach fuer einen Rundbau
US3068534A (en) * 1958-11-17 1962-12-18 Kuang P Hu Prefabricated building
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US3640037A (en) * 1970-02-04 1972-02-08 Fred S Renauld Low-cost housing
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DE3149865A1 (de) * 1981-12-16 1983-06-23 Misawa Homes K.K., Tokyo Verfahren zum errichten eines vorgefertigten wohngebaeudes
FR2537186A1 (fr) * 1982-12-02 1984-06-08 Chouland Daniel Module type d'habitation
US5081810A (en) * 1990-06-11 1992-01-21 Emmert Second Limited Partnership Building panel

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Publication number Publication date
AU3731593A (en) 1994-09-14
AU687344B2 (en) 1998-02-26
WO1994019558A1 (en) 1994-09-01
EP0688385A1 (de) 1995-12-27
DE69325464T2 (de) 2000-02-03
DE69325464D1 (de) 1999-07-29
EP0688385A4 (de) 1996-01-10

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