EP0688385B1 - Structure de batiment modulaire realisee en panneaux stratifies - Google Patents

Structure de batiment modulaire realisee en panneaux stratifies Download PDF

Info

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
Authority
EP
European Patent Office
Prior art keywords
roof
walls
wall
panels
modular
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
EP93906191A
Other languages
German (de)
English (en)
Other versions
EP0688385A1 (fr
EP0688385A4 (fr
Inventor
Raymond L. Emmert
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.)
Emmert Second LP
Original Assignee
Emmert Second LP
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 Emmert Second LP filed Critical Emmert Second LP
Publication of EP0688385A1 publication Critical patent/EP0688385A1/fr
Publication of EP0688385A4 publication Critical patent/EP0688385A4/xx
Application granted granted Critical
Publication of EP0688385B1 publication Critical patent/EP0688385B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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.

Landscapes

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

Claims (11)

  1. Structure de bâtiment modulaire (10) ayant des fondations (30), un plancher (12) et une pluralité de murs latéraux extérieurs modulaires (14) reliés les uns aux autres selon un agencement vertical, supportés par ledit plancher (12) et une structure de toit modulaire (16) supportée seulement par lesdits murs latéraux (14), ladite structure de toit modulaire (16) comprenant une pluralité de sections de toit modulaire planes (54) ayant une forme triangulaire aux sommets tronqués, lesdites sections (54) ayant chacune une surface de bord d'extrémité inférieure venant en appui contre une butée (51) et étant disposée selon une relation de coopération d'autoportance convergeant vers le haut et juxtaposée à partir de ladite butée et s'étendant vers le bas et vers l'extérieur au niveau de leurs extrémités dépendantes au-dessus et au-delà des surfaces de périmètre extérieur verticales desdits murs, et chaque section de toit (54) comprenant une pluralité de panneaux (20') fabriqués dans une structure se composant d'un matériau isolant stratifié, assemblés par les bords longitudinaux par des cannelures et des moyens formant bâti en caisson à clef de voûte (18) intercalés entre et fixés aux extrémités supérieures des sommets tronqués (64) desdites sections de toit (54) ; caractérisée par une plaque supérieure (46) recouvrant le mur latéral extérieur respectif (14), et une bande de renfort de mur s'étendant vers le haut (50) située vers l'extérieur desdits murs et entourant circonférentiellement les surfaces verticales supérieures extérieures desdits murs et formant des moyens de retenue continus empêchant tout déplacement des murs (14) vers l'extérieur et formant une butée continue tournée vers l'intérieur (51) faisant saillie au-dessus de la limite supérieure de ladite plaque supérieure (46),
  2. Structure selon la revendication 1, dans laquelle les moyens de bâti en caisson (18) sont caractérisés par un bâti à plusieurs murs verticalement ouvert (56) et une couverture résistante aux intempéries (61) recouvrant le bâti.
  3. Structure selon la revendication 1 ou 2, dans laquelle chaque mur latéral (14) est caractérisé par une pluralité de panneaux stratifiés fabriqués en matériau isolant (20), reliés les uns aux autres longitudinalement et juxtaposés.
  4. Structure selon l'une quelconque des revendications 1 à 3, dans laquelle la structure de toit modulaire est caractérisée en outre par un blindage de toit (70) recouvrant lesdites sections de toit (54) et des moyens de doublage de toit (76) logeant une partie de bord dudit blindage de toit (70) pour rendre étanches aux intempéries les bords de ce dernier en même temps que et avec lesdits moyens de bâti en caisson (18).
  5. Structure selon l'une quelconque des revendications 1 à 4, caractérisée en outre par des fondations (30) supportant lesdits murs, une dalle (34) intercalée entre lesdits murs (14) et les fondations (30) et un autre doublage résistant aux intempéries (35) recouvrant la partie latérale extérieure et la partie de bord supérieure de la dalle (34) et des fondations (30).
  6. Structure selon l'une quelconque des revendications 1 à 5, dans laquelle chaque section de toit (54) comprend une pluralité de panneaux (20') ayant une structure en matériau stratifié et chaque panneau (20') comprend une paire de revêtements (22) collés sur les côtés opposés du matériau isolant (24) et assemblés aux panneaux adjacents (20') par une juxtaposition des bords longitudinaux à l'aide de cannelures (26).
  7. Procédé pour ériger un toit autoportant (16) sur la limite supérieure d'une structure modulaire (10) définie par une pluralité de murs latéraux extérieurs (14) verticaux et assemblés les uns aux autres de manière rigide, comprenant les étapes consistant à : a) fournir un bâti de compression à extrémités ouvertes (56) défini par une pluralité similaire de murs de bâti verticaux (58), b) entourer le périmètre supérieur extérieur des murs latéraux (14) avec une butée tournée vers l'intérieur formant une bande de renfort (50), c) fournir une pluralité similaire de sections de toit modulaire (54) en forme de triangles coopérant, chacune définissant un bord de base et un bord tronqué (64), d) supporter au centre de manière provisoire ledit bâti de compression sur un échafaudage à une hauteur prédéterminée au-dessus d'un plan horizontal défini par la limite supérieure desdits murs extérieurs (14), les murs verticaux (58) du bâti de compression étant parallèles au mur extérieur respectif (14) et e) intercaler lesdites sections de toit (54) en relation de juxtaposition entre la butée (51) sur la limite supérieure du mur extérieur vertical respectif (14) et le mur vertical (58) du bâti de compression coopérant dans un ordre prédéterminé.
  8. Procédé selon la revendication 7, comprenant les étapes supplémentaires consistant à : f) fournir une plaque supérieure plane (38) pour recouvrir les murs latéraux extérieurs (14), g) fixer ladite plaque supérieure (38) sur la limite supérieure desdits murs (14) avant l'étape d), et h) fixer la bande de périmètre (50) à la limite supérieure des murs latéraux (14) dans la butée de sections de toit (51) en relation avant l'étape e).
  9. Procédé selon la revendication 8, comprenant l'étape supplémentaire consistant à : i) intercaler une barre d'ajustement (60) de position des sections de toit entre les jonctions en coin respectives des murs latéraux extérieurs verticaux (14) et des murs verticaux du bâti de compression (18).
  10. Procédé selon la revendication 9, dans laquelle l'étape e) comprend les étapes supplémentaires consistant à : j) intercaler de manière centrale le panneau le plus au centre (20) de chaque section de toit (54) entre la limite supérieure du mur vertical respectif (14) et le mur vertical (58) du bâti de compression coopérant ; et k) juxtaposer les panneaux restants (20') de chaque section de toit (54) avec les côtés respectifs du panneau respectif le plus au centre dans un ordre prédéterminé.
  11. Procédé selon la revendication 7, comprenant l'étape supplémentaire consistant à : i) intercaler une barre d'ajustement de position (60) des sections de toit entre les jonctions respectives des murs latéraux extérieurs verticaux (14) et des murs verticaux (58) du bâti de compression.
EP93906191A 1993-02-26 1993-02-26 Structure de batiment modulaire realisee en panneaux stratifies Expired - Lifetime EP0688385B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/US1993/001624 WO1994019558A1 (fr) 1993-02-26 1993-02-26 Structure de batiment modulaire realisee en panneaux stratifies

Publications (3)

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

Family

ID=22236348

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93906191A Expired - Lifetime EP0688385B1 (fr) 1993-02-26 1993-02-26 Structure de batiment modulaire realisee en panneaux stratifies

Country Status (4)

Country Link
EP (1) EP0688385B1 (fr)
AU (1) AU687344B2 (fr)
DE (1) DE69325464T2 (fr)
WO (1) WO1994019558A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
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

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CH468534A (de) * 1967-01-30 1969-02-15 Oksakowski Georges Selbsttragende Beton-Dachkonstruktion und Verfahren zur Herstellung derselben
US3640037A (en) * 1970-02-04 1972-02-08 Fred S Renauld Low-cost housing
US4275534A (en) * 1977-06-13 1981-06-30 W. H. Porter, Inc. Hexagonal building structures
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

Also Published As

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

Similar Documents

Publication Publication Date Title
US4364206A (en) Prefabricated building units for constructing building, and buildings whose fabric comprises assembled units of this kind
US4759160A (en) Prefabricated concrete buildings with monolithic roof, wall, and floor members
US4335558A (en) Prefabricated polygonal building
US3500597A (en) Prefabricated house construction
US3771269A (en) Prefabricated building and roof panel for same
US5216854A (en) Laminated panel modular building structure and assembly method
US4616452A (en) Prefabricated constructions and their components
US20030056446A1 (en) Transportable building with higher roof
US4193244A (en) Building block and module system for house building
EP0058354B1 (fr) Unité de bâtiment transportable
EP0688385B1 (fr) Structure de batiment modulaire realisee en panneaux stratifies
CA2508365C (fr) Mecanisme servant a fixer des modules de construction les uns aux autres
US4073099A (en) Roofing of buildings
JPH0339138B2 (fr)
WO1993018242A1 (fr) Ossature en bois
CA2156927A1 (fr) Structure modulaire en panneaux de stratifie
US3348350A (en) Construction unit
WO2010015042A2 (fr) Système de construction d’immeuble modulaire
JP2565628B2 (ja) マンサード屋根構造とその施工方法
CA1224619A (fr) Elements de construction prefabriques
JP2003336312A (ja) 建 物
EP0237044A1 (fr) Bâtiment fait de caissons modulaires
JP2500041B2 (ja) ド―マ―
JPH0425443Y2 (fr)
JP2500044B2 (ja) ド―マ―用開口部の下地構造

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19950911

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): DE DK FR GB IE IT PT

A4 Supplementary search report drawn up and despatched
AK Designated contracting states

Kind code of ref document: A4

Designated state(s): DE DK FR GB IE IT PT

17Q First examination report despatched

Effective date: 19960521

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): DE DK FR GB IE IT PT

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT

Effective date: 19990623

RIN1 Information on inventor provided before grant (corrected)

Inventor name: EMMERT, RAYMOND, L.

ET Fr: translation filed
REF Corresponds to:

Ref document number: 69325464

Country of ref document: DE

Date of ref document: 19990729

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19990923

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 19990923

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000226

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20020424

Year of fee payment: 10

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20030129

Year of fee payment: 11

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20030131

Year of fee payment: 11

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20030902

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20040226

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20040226

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20041029

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST