US3927498A - Device for building construction - Google Patents

Device for building construction Download PDF

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Publication number
US3927498A
US3927498A US419484A US41948473A US3927498A US 3927498 A US3927498 A US 3927498A US 419484 A US419484 A US 419484A US 41948473 A US41948473 A US 41948473A US 3927498 A US3927498 A US 3927498A
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Prior art keywords
posts
building
lattice
forming
trussed beams
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US419484A
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English (en)
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Pierre Benedetti
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SYLVETTE KIRNISKY
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SYLVETTE KIRNISKY
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6812—Compressable seals of solid form
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/246—Post to post connections
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs

Definitions

  • This invention consists in utilizing essentially the following construction elements a preferably metallic carrier and light-weight framework consisting on the one hand of tubular main posts distributed along the entire perimeter of the construction and disposed in any suitable and desired manner, and on the other hand of trussed beams assembled to one another by means of small posts similar to the main posts, to constitute at the bottom a floor supporting structure and at the top a ceiling and roof supporting structure, as well as the general wind-bracing structure of the construction,
  • a pavement or flagging having a heat insulating function and consisting of prefabricated girders, which comprises two opposed channel elements assembled with each other by means of a suitable cement or equivalent means, the cavity constituted by this channel assembly being filled with sound and heat insulating material.
  • FIG. 1 is an exploded perspective view of a building framework structure constructed according to the teachings of this invention
  • FIGS. 2, 3 and 5 are a vertical section and two horizontal sections, respectively, showing details of the construction
  • FIG. 4 is a plan view from above showing on a reduced scale the arrangement of the covering tub assemblies and the assembling of the various panels to the tubular main posts of the framework;
  • FIGS. 6 and 7 are a vertical section and a horizontal section, respectively, showing the use of sealing joints between superposed and juxtaposed panels;
  • FIG. 8 is a vertical section showing an interior partition arrangement
  • FIG. 8a is a horizontal section showing a pair of juxtaposed interior partitions
  • FIGS. 9, 10 and 11 are an elevational view and two perspective views on a larger scale, respectively, showing the method of assembling superposed vertical tubular main posts, and the means therefor;
  • FIG. 12 is a horizontal section showing the use of a duct and pipe or service partition
  • FIG. 13 is a sectional view of a special roofing tub
  • FIGS. 14 and 15 are vertical and horizontal sections, respectively, showing typical window and door frames.
  • the framework of the building or house illustrated by way of example is a metal framework comprising vertical elements consisting of tubular main post 10 of any suitable square-section configuration, and horizontal elements consisting of trussed beams 11.
  • the main posts 10 are distributed along the construction perimeter with a relative spacing consistent with the general lay-out module of the projected construction. Intermediate posts, for avoiding excessive spans in the trussed beams, may be disposed as required in this construction. On the other hand, these intermediate posts are provided from the onset at certain points of the construction as will be explained presently.
  • the trussed beams 11 consist of section irons l2 interconnected by bracing members 13, for instance round sectioned irons.
  • These trussed beams are assembled with small posts 14 having the same cross-sectional configuration as the main carrier posts 10. They are rigidly assembled by bolting and constitute at the lower portion of the structure a lattice network supporting the floor 15 and at the upper portion a ceiling and roofing supporting network as clearly shown in FIG. 1.
  • an integral thermal-gap flagging is incorporated in the floor structure.
  • This flagging shown diagrammatically at 16 in FIG. 1 and on a larger scale in FIG. 2, consists of prefabricated compound joists.
  • the length of these prefabricated compound joists corresponds to the construction module or to a multiple thereof, and the joists themselves consist each of a pair of metal channels 17, 17a assembled with their concavities facing each other and containing a core 18 consisting in the selected example 3 and preferbly of a loaf" of expanded polystyrene or any other material suitable for the purpose.
  • This flagging is also incorporated in storey floors.
  • joists are laid with the interposition of a heat and sound insulating material upon the top surface of the trussed beams 11 constituting the floor supporting network.
  • the top surface of the flagging 16 consisting of the aforesaid joists is advantageously lined with panels of relatively great dimensions, notably of wood or equivalent material, to constitute the flooring proper of the rooms, which may subsequently be covered in turn with any desired material such as carpets, moquette, etc.
  • the small posts 14 supporting the floor are each provided with a ram 19 permitting the bearing and adjustment of this floor.
  • angleirons 20 fastened to the framework limit the floor area toward the facade or exteriorwalls.
  • the construction is somewhat spaced from the supporting ground in order to provide a so-called sanitary" gap of a magnitude consistent with the height contemplated for the trussed beams l 1.
  • the construction may bear directly as conventional on a concrete pavement 21, or if desired on a nogging or pugging layer overlying said sanitary" gap, or a cellar, as a substitute for the trussed beams and prefabricated floor.
  • the main posts 10 comprise each at their base an anchoring lug embedded in the flagging through any suitable means.
  • These main posts are interconnected, on the frontage, by marginal section members 22 shaped for receiving facade panels or like revetment elements, as well as shuttering edges when casting the floor finishing layers constituting the room flooring.
  • the construction comprises a roofing or covering structure incorporating tubs 23 visible more particularly in FIG. 1 and adapted to collect and drain off rain water, the use of these tubs making it possible to dispense with the use of troughs and roof-gutters or other rainwater discharge means.
  • These covering tubs 23 consisting of metallic, plastic or other materials, notably plywood, are so dimensioned that they fit properly in the meshes constituted by the trussed beams 11; furthermore, these tubs comprise integral marginal outer flanges 23a bearing on the suitably shaped upper surfaces of these trussed beams l 1.
  • any rain-water from the terrace thus formed by the tubs 23 is drained off through cylindrical nozzles 24 located approximately centrally of the four sides of each tub so as to communicate with one another.
  • the water-tightness of these tubs is obtained by using acroterium section or edge cover members 25 disposed astride on the marginal flanges 23a of tubs 23 with the interposition of a suitable sealing strip or other jointing materials or means.
  • These acroterium section members 25 are bolted to the suitably shaped upper elements of the tnissed beams.
  • crossshaped cover members 26 are bolted to the top of main posts 10 or small posts 14 to complete the sealing means.
  • This fastening arrangement efficiently prevent any lifting of the roofing under strong wind conditions.
  • Another tub 28 of particular configuration is disposed on top of the duct and pipe cell to be discussed presently and receives in a channel 28a the rainwater and in its central portion the ducts and pipes 4 such as 29, 29a for the heating, ventilation, aeration, exhaust, air-conditioning and other systems.
  • the same type of tub may receive in its central portion designed for this purpose a translucent or opaque cupola, whether openable or not.
  • the shape of the main tubs 23 is designed to facilitate the draining off of rain water, and the absorption of any expansion caused by temperature variations is permitted by their lyre shaped cross-section.
  • the raised, convex shape of the bottom surfaces of these tubs 23 is advantageous in that, in addition to the improved rainwater draining feature, they can accomodate and protect a thermal and sound screen consisting for example of plates 27 of expanded polystyrene or other material, with or without the application of a sound-proofing flocked layer.
  • the floor thereof will consist of grating-forming panels of wood or other suitable materiel, supported by tubs 23 and bearing on the peripheral flanges of the acroterium section members 25, the rain water being drained off through a suitable opening of floor and collected by tubs 23.
  • Outer wall or front string-courses and, if necessary, parapets or balustrades are bolted to the tops of main posts 10 above the cross-shaped covers 26 registering with the framework nodes.
  • a light-weight trussed metal framework constituting a twoor four-sided roof, with a variable inclination for the lost or unused attics, with or without fixed frame or bracket, is secured to the tops of the main and/or small posts of the carrier framework.
  • This framework is covered with the roof purlins receiving the roofing panels nailed or stapled, on which any desired covering such as tiles, slates, asphalt and asbestos shingles may be laid.
  • the rainwater is drained off in the conventional fashion through eavesgutters or troughs with front down-pipes.
  • a false ceiling consisting (see FIG. 1) of gratings 30 of same size as the modular elements or meshes e of the carrier framework, or corresponding to a multiple or submultiple thereof, made of wooden elements, wooden sections or moulded plastic elements, or any other suitable material, with or without integral reinforcing ribs, is secured by means of projections 30a to the underface of the roofing trussed beams 11.
  • the visible face of this false-ceiling may of course be painted or lined with material of any suitable type.
  • the construction is lined with front or exterior panels 31 shown more particularly in FIGS. 2 and 5, one panel being shown in vertical section and the other in horizontal section; these panels are preferably light-weight panels of prefabricated sandwich construction, their length corresponding likewise to the modular length e of the construction, or to a multiple or sub-multiple thereof.
  • the panels according to this invention consist of a tubular frame made preferably of squaresectioned metal tubes 32 and adapted to stiffen the panel, with facing sheets 33, 33a of any suitable material, such as sheet-metal, plywood, asbestos cement boards, etc. covered by an external lining 34 consisting for example of sandstone cement, glass, lamellar stones, sheet-metal, sandstone, luamelles sandstone or stoneware, etc.
  • the space bounded by the frame 32 and the facing material is filled with any suitable material such as expanded polystyrene, polyurethane foam, phenolic foam, etc., in order to provide a core 35 having reliable isolating and insulating properties.
  • This panel is surrounded or enframed by an assembly of section members 36 secured to the panel by means of a suitable cement or other means, the specific crosssectional shape of the members 36 being clearly shown in FIGS. 6 and 7.
  • This metal or plastic section member 36 comprises more particularly a central U-shaped portion having its vertical arms 36a bent at right angles towards each other, such central portion being connected to the side wings 37 cemented to the revetments 33, 33a and to the frame 32, with notches 37a formed therein to facilitate the anchoring thereof to revetments.
  • Each central portion 36 constitutes a channel 38 acting as a gutter for draining off any condensation fluids and also as a means for fastening secondary anchoring elements such as comer posts, as will be explained presently.
  • This central portion 36 in conjunction with the corresponding side of the section member, provides on either side a channel 39 having notched edges 40 adapted to be engaged by weather strips 41 capable of sealing the joint between two juxtaposed or coupled panels 31, or section members such as 42 shaped for snap engagement into the respective channel and also; in their portion projecting from the panel to constitute a weather-strip, in the case of superposed panels, as shown in FIG. 7.
  • Other sections such as 43 may also be detachably fitted into the channels 39, these sections 43 extending vertically between juxtaposed adjacent panels 31 (see also FIG. 7) and being lined with foam strips 43a for preserving or restoring the water-tightness of a panel assembly in case the joint does not comprise a framework main post 10.
  • the section members 37 are folded as at 37b to protect the revetment edges and the lining thereof.
  • a vapour protection sheet 44 may also be provided on the internal side of frame 32 as a function of the specific nature or material composition of the revetments and/or the linings thereof.
  • Each exterior panel 31 constitutes a non-carrier filling element mounted on the framework elements according to a specific method constituting a particular feature of this invention, as will now be described in detail with reference notably to FIGS. 1 and 2:
  • Each panel is suspended at its upper portion from a roof or storey trussed beam by means of hooks 45 rigid with the panel and engaging corresponding studs 46 rigid with the trussed beams.
  • the panel position in the vertical direction is adjusted by means of screws 47 (FIG. 1) engaging tapped holes formed in hooks 45.
  • this method of erecting the panels prevents warping stress from being generated in the panels, thus ensuring a continuous adherence of the Weatherstrip and other sealing strips while affording a certain clearance at the bottom of each panel not only for discharging any condensation likely to develop along the panel edges but also for permitting a certain panel expansion in case of temperature variations.
  • the panel 31 is subsequently secured to the bottom of the framework (see FIG. 5) by means of bolts loosely 6 engaging flanges 48 surrounding the framework main posts 10.
  • the panels are fastened at their base by loosely bolting then to the edge section member 22 already mentioned in the foregoing (see FIG. 3) provided for mutually assembling the framework main posts 10.
  • the front or exterior fluid-tightness is obtained automatically by assembling, due to the presence of weatherstrips 41 having lips 41a engaged in the channels 39 formed by section members 37 enframing the panels.
  • This water-tightness is reinforced by a foam strip or like seal 49 cemented vertically along the outer surfaces of main posts 10 (see FIG. 5) and adapted, due to the arrangement contemplated for mounting the panels to the framework, to be pressed by the panel in its final position.
  • These weatherstrips 41 are also useful in that they provide a heat and sound insulating gap between the interior and exterior of the construction. Thus, a complete weather tightness is obtained automatically by simply mounting or fitting the panels in position.
  • the weather-strip or watertight moulding 42 already mentioned hereinabove will assure automatically the horizontal watertightness with the adjacent underlying panel when fitting the upper panel in position.
  • FIG. 5 illustrates a typical assembly of corner panels; this angle assembly comprises along its projecting corner a panel 50 of adequate configuration, and along its re-entrant corner formed by a pair of perpendicular panels 51, 51a a false post 52 having its inner surfaces lined with a finishing material 53, such false comer 52 being assembled in turn with a framework main post 10, as shown.
  • joinery incorporated in the construction consists of wooden, metal, glass or plastic elements, but other materials may be used as well.
  • An outer frame 54 of wood, metal, plastic or other material is fastened by means of screws to the inner joinery elements of the panel for clamping a sealing strip or gasket 54a against a panel 31 and thus protect the window bay 55 against rain-water; under these conditions, it is clear that all joinery elements are an integral part of the panel and can be prepared complete with window panes or glasses at the manufacturers workshop (see FIG. 14).
  • the panels may be made of moulded plastic material.
  • they comprise a pair of half-shells of moulded plastic material with the gutterforming channels moulded integrally therewith for fixing the sealing strips; these shells are cemented to both sides of the metal frame, with the interposition of a suitable filling material such as polyurethane foam, phenolic foam, polystyrene foam, etc.
  • plastic revetment lining sheets lacquered or painted or varnished directly, or adapted to be covered by gluing or cementing with various lining materials such as stoneware, enamelled sandstone, lamellar stones, etc.
  • the inner partitions for dividing the space into rooms or for doubling the front exterior walls are storey-high and modular as a function of the preselected module.
  • the outer revetrnents or lining 56 may remain, in the raw state or be lined with suitable coating material, such as paint, plastic film, etc. and consist of thin plywood sheets, althrough boards of cellular fibres pressed into rigid sheets may also be used, as well as asbestos cement and other suitable materials.
  • the core 57 consists of expanded polystyrene, phenolic foam, polyurethane foam or other similar materials, whether cemented or injected.
  • the longitudinal sections are provided with dual section members of plastic or other material each comprising a pair of asymmetrical wings, Le. a male wing 58 and a female wing 59, in cross-section, the latter being substantially U-shaped, so that when assembled with their concavitities registering with each other these members provide a central empty space 60 in which electric wirings for subsequent and accessory applicances can be enclosed and secured therein. Furthermore, this shape is also effective for protecting the longitudinal edges of the partition.
  • Glued wooden cross members 61, 61a complete the outer ends of the partition element.
  • the upper cross member 61 is grooved to permit the sliding engagement therein of centering studs 62 for properly positioning and holding the partitions with respect to the ceiling 63.
  • the bottom cross member 610 has vertical holes formed therethrough for receiving the rod of the fastening rams 64.
  • partitions are positioned as follows at the selected location the holes necessary for receiving the centering and positioning studs 62 are drilled in the vertical median plane of the partition.
  • the partition element disposed vertically in axial alignment with these holes is lifted by actuating the rams 64 until the studs 62 carried by the top edge of the element engage the aforesaid holes.
  • a foam strip 65 glued to the upper cross member of the partition element absorbing any residual play while providing the necessary sound isolation with the remaining structure.
  • the partition element is subsequently fitted into the preceding element as shown in FIG. 8.
  • the base plate 64a of each ram is nailed or otherwise secured to the floor.
  • the centering studs 62 are driven through this slot, between two ceiling panels, without drilling any holes.
  • the doors 67 (FIG. are mounted, complete with their frame, at the selected location by fastening the door frame to the lateral partitions and to the floor.
  • a solid partition 670 having the same appearance as the other partition elements has embedded or incorporated therein a longitudinal trough-shaped metal member 68 to provide a duct and pipe or service partition adapted to be equipped at the manufacturers workshop with prefabricated duct and pipe sections 69 for heating, electric wiring, sanitary and plumbing appliances, or other circuits.
  • a detachable cover is provided and afi'ords an easy access to these ducts and pipe means and also for connecting them to similar and main networks embedded in the empty ceiling space (FIG. l2).
  • the vertical members of the structure comprising the main posts 10 and small posts 14, 14a supporting the trussed beams are assembled according to this invention by means comprising essentially a pair of half-straps A (see FIG. 10) and B (FIG. 11) consisting each of a base plate 0 having on their assembling face a pair of projections b of any suitable configuration, in which aligned holes 0 are formed along an axis parallel to the base plate a.
  • a base plate a of one of these two half-straps for example A
  • a circular hole d is formed, and another hole d, of non'circular shape, for example of polygonal configuration, is formed in the other base plate.
  • FIG. 9 illustrates the manner in which the vertical posts 10, 14 and 14a are assembled by means of the abovedescribed pairs of straps A and B, notably for superposing these posts.
  • a first half-strap A is fitted for guiding the rod of ram 64 which engages the circular hole formed centrally of the base plate of such half-strap A.
  • this lower or bottom small post 14a is assembled by means of a pair of half-straps assembled as shown in the drawing, by cementing or by using any other suitable means, and fastening cross-pins may be inserted through the holes c, if desired.
  • the same assembling procedure is adhered to for mounting on top of the main post 10 the upper small post 14.
  • a half-strap B having a hexagonal central hole a is fitted, this hole d, being adapted to receive a hexagonal nut (nut shown) engageable by a bolt 26a for fastening and holding in position a crossshaped closing or covering member 26 (see FIG. I
  • a half-strap A is cemented or otherwise secured on top of the half-strap B already fitted on the post assembly.
  • the half-straps A and B may be made from any suitable material, for example cast iron.
  • This duct and pipe or wiring cell space or room comprises four partitions of same general composition as the ordinary partition elements, constituting one-unit structures but lined internally with asbestoscement or other fireproof material, the panel filing consisting of fiberglass or any other fireproof material.
  • a door is fitted in one of the partition panels to afford an easy access to this duct and pipe cell.
  • Adjacent this duct and pipe cell space or room are the service rooms such as kitchen, bathroom, watercloset, etc., or a laboratory, if desired.
  • the service rooms such as kitchen, bathroom, watercloset, etc., or a laboratory, if desired.
  • a one-storey high service or duct and pipe block unit may complete this duct and pipe cell, space or room.
  • the function of this unit having the same general arrangements as, but smaller dimensions than, the duct and pipe cell, space or room, is to facilitate the distribution of fluid, etc. to the various rooms of the construction.
  • this unit has its walls perforated for receiving the prefabricated duct and pipe means for distributing or draining off fluids, etc., and also for ventilation, air-conditioning means and all other services. lt is also adapted to be inspected from within the cell, space or room.
  • the above-described construction may comprise the following service means Electric supply mains, the board with the meter and cutouts is incorporated or not in the duct and pipe cell or room, the prefabricated primary mains supply line runs along the upper periphery of the ceiling structure. Suitably located waiting outlets are available for supplying current to each room through suitable wiring means embedded in the service partitions provided with the necessary switches, outlets, etc.
  • the wiring system is grounded in the duct and pipe and wiring cell, the TV antenna mast being secured to the special tub overlying the cell.
  • Heating system the duct and pipe or service cell is used as a boiler-room, thus, the boiler is installed in this cell, with the chimney flue opening within the roofing into the special tub provided to this end.
  • the heating pipes of the primary circuit run along the empty space left between the roofing tubs and the false ceiling, all round the construction. Waiting outlets are provided at spaced intervals for connecting the system to each radiator, by means of piping extending through the service partitions provided to this end as required in each room.
  • the distribution system is completely prefabricated and consists of sections adapted to be easily assembled on the construction site.
  • the metal or plastic ducts open into the empty space provided above the ceiling under the roofing tubs and lead to grid-protected outlets formed in the ceiling of each room.
  • Plumbing the general water-supply piping system is of course properly lagged and extends through the sanitary gap or empty space provided under the floor.
  • the connecting-in of the vertical pipe sections is effected at the level of a floor girder in the duct and pipe cell, this girder being removed to this end, and also through holes formed from the onset at the workshop through the floor panels.
  • All the supply and drain pipes and ducts for the various appliances are disposed within the duct and pipe cell and secured to the walls, this applying to all apparatus and appliances.
  • the down-pipes for the rain-water extend within the cell from the special tub covering the top of the duct and pipe cell.
  • the grids for ventilating the adjacent rooms are disposed on.
  • the walls of this cell; the rigid or flexible ducts for the ventilation, air-conditioning and aeration systems, whether of the natural or forced type, are also disposed on these walls and open under the roof to the special tub.
  • All plumbing piping consist of prefabricated sections which are subsequently connected to the respective systems on the site. All ducts and pipes are secured to the framework by means of flexible collars or staples adapted to allow for their thermal expansion while assuring their sound insulation. Likewise, the passages through the partitions and walls and the hardward for anchoring these ducts and pipes to these partitions and are isolated by flexible strips and joint materials, the assembly thus obtained being characterised by a high degree of comfort for the occupants from the point of view of noise propagation.
  • finishing elements such as prefabricated interior stairs having a floor area equal to one square module or modular unit; these stair units are assembled at the building side about four corner posts provided for supporting the trussed beams constituting in this case the storey floor framework; the position of these stairs is subordinate to the lay-out contemplated.
  • each of said lattice networks comprising:
  • each said main post being vertically aligned with and posi- 1 l tioned between short posts of vertically adjacent of said lattice networks;
  • roof structure supported on said uppermost of said lattice networks; said roof structure comprising a plurality of tub-shaped elements each having flanged edges, said flanged edges being fitted over said trussed beams of said uppermost lattice network; channel members positioned over said flanged edges and secured to said trussed beams; sealing strips positioned between said channel members and said flanged edges; and means on said tub-shaped elements for collecting rain water.
  • said rain water collecting means comprises nozzles interconnecting adjacent of said tub-shaped elements.
  • tub-shaped elements have a lyre-shaped cross-sectional contour.
  • tub-shaped elements have on the bottom surface thereof a layer of heat insulating material.
  • each of said exterior wall panels comprises a tubular frame, opposite facing sheets covering said tubular frame, and a core of insulating material within said tubular frame between said facing sheets.
  • a structure as claimed in claim 8 further comprising a section member extending along the periphery of each said exterior wall panel, said section member having therein a central cavity with two lateral grooves, and further comprising a sealing strip positioned in each said groove.
  • section member has flanges extending over the edges of said exterior wall panel.
  • attaching means comprising connections positioned at the respective trussed beams adjacent the upper portion of each said exterior wall panel.
  • connections comprise hook means attached to said trussed beams for engaging said upper portions of said exterior wall panels.
  • each of said interior panels comprises opposed facing sheets, insulation material between said facing sheets, and means at the upper and lower portions of said interior panels for centering and positioning said interior panels with the adjacent ceiling and floor, respectively.
  • each said interior panel further comprises an enframing section member having recess means for providing between adjacent said interior panels a central cavity for the receipt of utilities.
  • each of said trussed beams comprises upper and lower channel elements interconnected by bracing members.
  • a building structure for forming buildings of any plan configuration and of single or multiple stories by use of prefabricated elements forming modular space units comprising:
  • each of said lattice networks comprising:
  • each said main post being vertically aligned with and positioned between short posts of vertically adjacent of said lattice networks
  • each of said interior panels comprising opposed facing sheets, insulation material between said facing sheets, means at the upper and lower portions of said interior panels for centering and positioning said interior panels with the adjacent ceiling and floor, respectively, and an enframing section member having recess means for providing between adjacent said interior panels a central cavity for the receipt of utilities.
  • said lattice networks being vertically spaced from each other by a distance equal to a story of a building being constructed, the uppermost of said lattice networks forming roof supporting means for said building, the lowermost of said lattice networks forming floor supporting means for said building,
  • each of said lattice networks comprising:
  • each said main post being vertically aligned with and positioned between short posts of vertically adjacent of said lattice networks
  • each of said main posts comprising a pair of base plates, one attached to said main post and the other attached to said short post, said base plates being attached to each other, each base plate having projections extending therefrom into the respective post, each said projection having an anchoring hole for receipt of an anchoring pin;
  • said main posts and said trussed beams of said lattice networks forming modular space units of said building being constructed.
  • each of said lattice networks comprising:
  • each said main post being vertically aligned with and positioned between short posts of vertically adjacent of said lattice networks
  • said building being constructed having therein a vertically extending channel of modular space units forming a service cell, said service cell having walls with means for receipt of and distribution of utility networks.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Steps, Ramps, And Handrails (AREA)
US419484A 1972-12-08 1973-11-28 Device for building construction Expired - Lifetime US3927498A (en)

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FR7243733A FR2209872A1 (fi) 1972-12-08 1972-12-08

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BR (1) BR7309597D0 (fi)
CH (1) CH594113A5 (fi)
DE (1) DE2361164A1 (fi)
ES (1) ES419307A1 (fi)
FR (1) FR2209872A1 (fi)
GB (1) GB1455300A (fi)
IT (1) IT999897B (fi)
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NL (1) NL7316053A (fi)

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US4033081A (en) * 1975-05-16 1977-07-05 Perkins Jr Fred M Modular building system
US4102091A (en) * 1975-12-01 1978-07-25 Societe Anonyme Dite: S I C O F Prefabricated buildings
US4899497A (en) * 1988-01-15 1990-02-13 Madl Jr Jos Foundation system and derivative bracing system for manufactured building
US4930270A (en) * 1986-07-01 1990-06-05 Aldo Bevacqua Building systems
US5152108A (en) * 1989-09-11 1992-10-06 Madl Jr Jos Foundation system with integral bracing for manufacturing buildings
US5218804A (en) * 1989-12-04 1993-06-15 Campbell Henry F Prefabricated load bearing panel
WO1993014278A1 (en) * 1992-01-17 1993-07-22 Heydon John J Improved building structure and method of use
US5237791A (en) * 1991-10-16 1993-08-24 Scanlan James E Modular structures and components thereof
US5327699A (en) * 1991-07-30 1994-07-12 Khan James A Modular building structure
US5353560A (en) * 1992-06-12 1994-10-11 Heydon Building Systems International, Limited Building structure and method of use
US5402608A (en) * 1992-02-27 1995-04-04 Chu; Rey-Chin Prefabricated built-up building construction
US5588269A (en) * 1993-09-01 1996-12-31 Zorbedo Gmbh Prefabricated construction system for a timber house
US5657597A (en) * 1995-04-11 1997-08-19 Environmental Building Technology, Ltd. Building construction method
US5784843A (en) * 1994-12-30 1998-07-28 Steelcase Inc. Integrated prefabricated furniture system for fitting-out open plan building space
US6067762A (en) * 1994-12-30 2000-05-30 Steelcase Development Inc. Integrated furniture system
US6151843A (en) * 1997-02-21 2000-11-28 We-Mar, Inc. Prefabricated wall panels connecting system
WO2000071215A1 (en) * 1999-05-10 2000-11-30 System-300 Group Oy A substructure of a bowling lane
KR100383152B1 (ko) * 2000-02-21 2003-05-09 김동현 철골조 및 스틸하우스의 시공방법 및 구조
US20030175662A1 (en) * 2000-03-01 2003-09-18 Hough Stephen John Fire-fighter training
GB2417040A (en) * 2004-08-11 2006-02-15 Ardmore Contracting Building construction kit
US20090007501A1 (en) * 2007-07-03 2009-01-08 David James Belyan Non-combustible kitchen system and method for making same
US20090056249A1 (en) * 2004-10-28 2009-03-05 Ilan Premislav Modular space dividing system
WO2009089584A1 (en) * 2008-01-15 2009-07-23 Design And Value Management Services Pty Ltd Process for providing emergency housing for a plurality of displaced people
FR2927340A1 (fr) * 2008-02-08 2009-08-14 Jean Jacques Lavoine Abri leger
US20100229472A1 (en) * 2008-09-26 2010-09-16 William Malpas Net-zero energy mechanical core and method
US20110154765A1 (en) * 2007-03-28 2011-06-30 Laprise Daniel Insulated wall
WO2013036591A1 (en) * 2011-09-09 2013-03-14 Blumberg Capital Partners, Llc Apparatus and system for grain storage
US20140230345A1 (en) * 2013-02-18 2014-08-21 Corrosion Y Proteccion Ingenieria Sc Anti-vandalism shielded facility for the injection of inhibitor fluids and other chemicals associated to pipeline transport of hydrocarbon and other valuable fluids
ITPD20130332A1 (it) * 2013-12-05 2015-06-06 Polifar S R L Modulo per struttura edilizia, kit per struttura edilizia, struttura edilizia e relativo processo di assemblaggio e montaggio
CN105178433A (zh) * 2015-08-18 2015-12-23 北京建工华创科技发展股份有限公司 预制混凝土剪力墙结构及其施工方法
US20160090730A1 (en) * 2013-03-15 2016-03-31 Stuart Charles Segall Relocatable Habitat Unit
ITUB20152928A1 (it) * 2015-07-23 2017-01-23 Giacomo Ricci Utilizzo di pannelli in gres ceramico strutturale incollati tramite resina epossidica e rinforzati con una reti di fibre al carbonio quadridirezionale,denominati canbonfibergres, per la costruzione di parapetti, pensiline, porte, frangisole, recinzioni, divisori fissi e mobili.
US20170051526A1 (en) * 2015-08-19 2017-02-23 biljax inc. Engineered Floor and Scaffold Systems
WO2020112691A1 (en) * 2018-11-26 2020-06-04 Diversified Products, LLC De-constructible small inhabitable enclosure
US20220282478A1 (en) * 2019-08-30 2022-09-08 Sekisui House, Ltd. Partitioning storage rack and building
US11959300B2 (en) 2020-09-02 2024-04-16 Bil-Jax, Inc. Floor structure system and method of use

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DE3134406A1 (de) * 1980-01-25 1982-11-18 A Knutsson Procedure to raise a building and an arrangement carrying out the procedure
DE3307179A1 (de) * 1983-03-01 1984-09-13 Grau-Formenbau GmbH & Co KG, 7070 Schwäbisch Gmünd Ueberdachungs-anordnung zum ueberdachen einer vorgebbaren flaeche
FR2554150B1 (fr) * 1983-10-14 1986-04-04 Meyer Philippe Bacs prefabriques pour la realisation de toitures horizontales etanches
GB2161842B (en) * 1984-05-19 1987-10-07 Boyton System Buildings Factory built buildings
DE3907770C1 (en) * 1989-03-10 1990-06-13 Karl 6951 Binau De Mildner Exhibition system for shop construction work, fair construction work, museums and the like
GB0607487D0 (en) * 2006-04-13 2006-05-24 Keystone Lintels Ltd A sunlounge building and a method of assembling a sunlounge building
NL2028385B1 (nl) 2019-12-04 2022-04-06 Volkerwessels Intellectuele Eigendom Bv Bouwsysteem met houten prefab modulen.
NL2030839B1 (nl) 2019-12-04 2023-01-12 Volkerwessels Intellectuele Eigendom Bv Bouwsysteem met houten prefab modulen.
CN111042431B (zh) * 2019-12-25 2022-06-10 哈尔滨工业大学 一种泡沫混凝土填充隔墙板及隔墙板的防胀裂制备方法
CN111021628A (zh) * 2019-12-25 2020-04-17 哈尔滨工业大学 一种泡沫混凝土填充隔墙板及其制备方法
NL2032082B1 (nl) 2021-06-04 2023-09-15 Volkerwessels Intellectuele Eigendom Bv Verbinder voor bouwsysteem met houten prefab modulen.
NL2035729B1 (nl) 2021-06-04 2024-09-05 Volkerwessels Intellectuele Eigendom Bv Verbinder voor bouwsysteem met houten prefab modulen.
CN114961139B (zh) * 2022-06-20 2024-01-23 吉林安装集团股份有限公司 一种倒置式屋面的节点节能施工构造装置
GB2624473A (en) * 2022-08-21 2024-05-22 David Collingwood Brian Modular Reinforced Insulated Panel RIPs Housing Structures

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Cited By (52)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4033081A (en) * 1975-05-16 1977-07-05 Perkins Jr Fred M Modular building system
US4102091A (en) * 1975-12-01 1978-07-25 Societe Anonyme Dite: S I C O F Prefabricated buildings
US4930270A (en) * 1986-07-01 1990-06-05 Aldo Bevacqua Building systems
US4899497A (en) * 1988-01-15 1990-02-13 Madl Jr Jos Foundation system and derivative bracing system for manufactured building
US5152108A (en) * 1989-09-11 1992-10-06 Madl Jr Jos Foundation system with integral bracing for manufacturing buildings
US5218804A (en) * 1989-12-04 1993-06-15 Campbell Henry F Prefabricated load bearing panel
US5327699A (en) * 1991-07-30 1994-07-12 Khan James A Modular building structure
US5237791A (en) * 1991-10-16 1993-08-24 Scanlan James E Modular structures and components thereof
WO1993014278A1 (en) * 1992-01-17 1993-07-22 Heydon John J Improved building structure and method of use
US5402608A (en) * 1992-02-27 1995-04-04 Chu; Rey-Chin Prefabricated built-up building construction
US5353560A (en) * 1992-06-12 1994-10-11 Heydon Building Systems International, Limited Building structure and method of use
US5505031A (en) * 1992-06-12 1996-04-09 Heydon Building Systems, Inc. Of California Building structure and method of use
US5588269A (en) * 1993-09-01 1996-12-31 Zorbedo Gmbh Prefabricated construction system for a timber house
US5784843A (en) * 1994-12-30 1998-07-28 Steelcase Inc. Integrated prefabricated furniture system for fitting-out open plan building space
US5809708A (en) * 1994-12-30 1998-09-22 Steelcase Inc. Integrated prefabricated furniture system for fitting-out open plan building space
US6067762A (en) * 1994-12-30 2000-05-30 Steelcase Development Inc. Integrated furniture system
US6128873A (en) * 1994-12-30 2000-10-10 Steelcase Development Inc. Integrated prefabricated furniture system for fitting-out open plan building space
US6276102B1 (en) 1994-12-30 2001-08-21 Steelcase Development Corporation Integrated prefabricated furniture system for fitting-out open plan building space
US5657597A (en) * 1995-04-11 1997-08-19 Environmental Building Technology, Ltd. Building construction method
US6151843A (en) * 1997-02-21 2000-11-28 We-Mar, Inc. Prefabricated wall panels connecting system
WO2000071215A1 (en) * 1999-05-10 2000-11-30 System-300 Group Oy A substructure of a bowling lane
US6652386B1 (en) 1999-05-10 2003-11-25 System-300 Group Oy Substructure of a bowling lane
KR100383152B1 (ko) * 2000-02-21 2003-05-09 김동현 철골조 및 스틸하우스의 시공방법 및 구조
US20030175662A1 (en) * 2000-03-01 2003-09-18 Hough Stephen John Fire-fighter training
US6866513B2 (en) * 2000-03-01 2005-03-15 Kidde Ip Holdings Limited Fire-fighter training
GB2417040B (en) * 2004-08-11 2006-08-02 Ardmore Contracting Building construction kit
US20080148656A1 (en) * 2004-08-11 2008-06-26 Ardmore Contracting (Ireland) Limited Bulilding Construction Kit
GB2417040A (en) * 2004-08-11 2006-02-15 Ardmore Contracting Building construction kit
US20090056249A1 (en) * 2004-10-28 2009-03-05 Ilan Premislav Modular space dividing system
US20110154765A1 (en) * 2007-03-28 2011-06-30 Laprise Daniel Insulated wall
US8327593B2 (en) * 2007-03-28 2012-12-11 Maisons Laprise Inc. Insulated wall
US20090007501A1 (en) * 2007-07-03 2009-01-08 David James Belyan Non-combustible kitchen system and method for making same
US8869465B2 (en) 2008-01-15 2014-10-28 Design And Value Management Services Pty Ltd. Process for providing emergency housing for a plurality of displaced people
WO2009089584A1 (en) * 2008-01-15 2009-07-23 Design And Value Management Services Pty Ltd Process for providing emergency housing for a plurality of displaced people
US20110005144A1 (en) * 2008-01-15 2011-01-13 Design And Value Management Services Pty Ltd Process for providing emergency housing for a plurality of displaced people
FR2927340A1 (fr) * 2008-02-08 2009-08-14 Jean Jacques Lavoine Abri leger
US20100229472A1 (en) * 2008-09-26 2010-09-16 William Malpas Net-zero energy mechanical core and method
WO2013036591A1 (en) * 2011-09-09 2013-03-14 Blumberg Capital Partners, Llc Apparatus and system for grain storage
US20140230345A1 (en) * 2013-02-18 2014-08-21 Corrosion Y Proteccion Ingenieria Sc Anti-vandalism shielded facility for the injection of inhibitor fluids and other chemicals associated to pipeline transport of hydrocarbon and other valuable fluids
US9145704B2 (en) * 2013-02-18 2015-09-29 Corrosion Y Protección Ingenierí S C Anti-vandalism shielded facility for the injection of inhibitor fluids and other chemicals associated to pipeline transport of hydrocarbon and other valuable fluids
US9988806B2 (en) * 2013-03-15 2018-06-05 Stuart Charles Segall Relocatable habitat unit
US20160090730A1 (en) * 2013-03-15 2016-03-31 Stuart Charles Segall Relocatable Habitat Unit
ITPD20130332A1 (it) * 2013-12-05 2015-06-06 Polifar S R L Modulo per struttura edilizia, kit per struttura edilizia, struttura edilizia e relativo processo di assemblaggio e montaggio
ITUB20152928A1 (it) * 2015-07-23 2017-01-23 Giacomo Ricci Utilizzo di pannelli in gres ceramico strutturale incollati tramite resina epossidica e rinforzati con una reti di fibre al carbonio quadridirezionale,denominati canbonfibergres, per la costruzione di parapetti, pensiline, porte, frangisole, recinzioni, divisori fissi e mobili.
CN105178433A (zh) * 2015-08-18 2015-12-23 北京建工华创科技发展股份有限公司 预制混凝土剪力墙结构及其施工方法
US20170051526A1 (en) * 2015-08-19 2017-02-23 biljax inc. Engineered Floor and Scaffold Systems
US10508467B2 (en) * 2015-08-19 2019-12-17 biljax, inc. Engineered floor and scaffold systems
US10781605B2 (en) 2015-08-19 2020-09-22 Bil-Jax, Inc. Engineered floor and scaffold system
US11142925B2 (en) * 2015-08-19 2021-10-12 Bil-Jax, Inc. Engineered floor and scaffold system
WO2020112691A1 (en) * 2018-11-26 2020-06-04 Diversified Products, LLC De-constructible small inhabitable enclosure
US20220282478A1 (en) * 2019-08-30 2022-09-08 Sekisui House, Ltd. Partitioning storage rack and building
US11959300B2 (en) 2020-09-02 2024-04-16 Bil-Jax, Inc. Floor structure system and method of use

Also Published As

Publication number Publication date
ES419307A1 (es) 1976-03-01
LU68951A1 (fi) 1974-02-12
DE2361164A1 (de) 1974-06-12
GB1455300A (en) 1976-11-10
CH594113A5 (fi) 1977-12-30
NL7316053A (fi) 1974-06-11
BR7309597D0 (pt) 1974-12-24
FR2209872A1 (fi) 1974-07-05
IT999897B (it) 1976-03-10
BE805564A (fr) 1974-02-01

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