US3186524A - Panelized building construction - Google Patents

Panelized building construction Download PDF

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US3186524A
US3186524A US102226A US10222661A US3186524A US 3186524 A US3186524 A US 3186524A US 102226 A US102226 A US 102226A US 10222661 A US10222661 A US 10222661A US 3186524 A US3186524 A US 3186524A
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building
panel
axis
triangles
panels
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US102226A
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Jr Otto Lucien Spaeth
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/344Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
    • E04B1/3449Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with living hinge
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/08Vaulted roofs
    • E04B7/10Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
    • E04B7/107Folded structures

Definitions

  • This invention relates to a panelized system for building construction, and more particularly, to such a structural system requiring a minimum number of structural members, while at the same time stressing simplicity, lightness of weight, ease and speed of erection without sacrificing building soundness and strength, thereby satisfying the most stringent applicable conditions, requirements, regulations, as well as specications.
  • the present invention provides a concept in the area of building construction by rendering a panelized system feasible, on a commercial scale, for shelter fabrication and erection, thusly broadening the effective means for protection of human beings or their respective properties.
  • Other needs, accordingly satisfied, may be classied as commercial, not to mention possible military applications.
  • a rectangular ground plan is employed of any desired length relative to width so that the available space requirements can be most eifectively utilized.
  • the invention considers a sophisticated manner of placing triangles in juxtaposition so that together they are effective in forming a threedimensional pattern resulting in a three-dimensional distribution of forces creating optimum qualities of strength and superior utilization of structural members.
  • the variety of such membersrhowever, isl signiicantly maintained at a minimum, with the basic building component being in effect an isosceles triangle which is deiined by broadly stating a contemplated structural unit.
  • the basic construction unit when assembled and incorporated into the erected building, is essentially a pair of such isosceles triangles coupled base to base along an interposed scored fold line.
  • the size and shape of these triangles determines that of the erected building unit.
  • the length of the building is further determined by the angle of the fold which the pair of isosceles triangles cooperate to form, not to mention the selected number of triangles determining also the length of span.
  • Sheet material is advantageously resorted to for the various structural members, and consequently facilitates the incorporation of superior weather sealing, calliing, coating, insulation, sound control, etc. into the ultimate structure.
  • the material preferably utilized is conducive to collapsible, knocked down and ready to assemble constructions; whereby the basic structural units may be unfolded or collapsed into relatively flat members that may be stacked, and accordingly, easily shipped or stored.
  • the manner of construction is advantageously adapted to be combined with most any desirable type of foundation down to the bare ground.
  • a iirmly anchored foundation would be desirable when adverse weather conditions are expected and contemplated.
  • Ventilation and lighting is achieved by simply providing for such means as part of the triangular units.
  • lt is also of significance, that suitable access and egress through selective entrances and exits respectively, form part of the building construction of the present invention.
  • Construction criteria resulting in the most expeditious and eiiicient manufacture of such units are dependent upon a design encompassing a system engineered for easy assembly. Accordingly, the present invention contemplates the utilization of a controlled number of engineered parts of uniform construction, While at the same time being a flexible assembly system such that utility of the ultimately erected unit can be taken into consideration. In addition in an effort to minimize costs and still maintain versatility and flexibility in design characteristics and outward visual effects and appearances, a number of standardized parts constitute by building construction, notwithstanding the type of application and utilization selected. In this connection, height width and length modulation is considered so that various dimensional proportions of building construction are attainable.
  • a building unit prefabricated and constructed in accordance with my invention possesses a basic panelized system with the individual components thereof prearranged and supported by means of a selected base structure.
  • the panelized system will include a preformed panel defining across its face substantially a parallelogram, other than a rectangle, in' which the longer diagonal is delined by a score line for purposes of dividing the panel into two separate triangles which are preferably isosceles.
  • Adjacent panel fastening means in the form of flanges to be eventually fastened to one another may form integral extensions of the sides of the parallelogram. These flanges are distinguishable .by means of score lines which .also serve to permit folding of the flanges with respect to the associated side or leg of the isosceles triangle.
  • the diagonally extending score line of the parallelogram facilities the folding of the triangles toward one another and at a particular angle which may extend between 0 and 180, but most contemplated applications will dictate an angle above and in the neighborhood of about 120.
  • a standardized part is provided which is in essence the above-described parallelogram and projecting flanges servered in two along the shorter diagonal.
  • suitable score lines may be provided for purposes of defining a projection from the cut, diagonally extending ⁇ side so that an attachment flange may thusly become effective.
  • an end-forming unit having as a part thereof, a triangular panel substantially identical to the isosceles triangle panel of the foregoing basic panel unit.
  • the present invention provides a design for a building that can be erected in a relatively short period of time with a minimum of manpower and equipment which under the circumstances, would necessitate only the services of two men and a commercial stapler as essential items together with seam tape or calking material.
  • FIG. l is a perspective viewv of an assembled building construction erected in accordance with the present invention and incorporating therein construction and techniques of my design and inventive Acontributions with any particular end ingress-egress means removed for purposes of clarity;
  • FIG. 2 is a side view of the construction illustrated in FIG. 1;
  • FIG. 3 isV a top plan view, with certain parts broken away and removed; ⁇
  • FIG. 4 is an elevational sectional view 4taken along the line 4-4 of FIG. 3 with provisions for a door illustrated in phantom;
  • FIGS. Sa-Sc illustrate the formation of the typical basic panel ready for shipment or storage as employed by the present invention when it is formed from sheet material and prior to folding for erection purposes;
  • FIGS. 6a, 6b and 6c similarly depict the formation of an'end panel unit asit is fabricated from sheet material to the desired unfolded end product
  • FIGS. 7a, 7b and 7c likewise show the formation from sheet material of a specimen, in attened state, of a bottom array of panels coupling the building construction of the Vpresent invention to the selected foundation;
  • FIG. 8 is a perspective view of the folded basic panel unit of FIGS. 5a, 5b and 5c ready for incorporation into my building construction;
  • FIG. 9 is an enlarged sectional and fragmentary view illustrating a junction at which the basic panel unit ⁇ of FIG. 8 is attached, specifically taken along the line 9-9 of FIG. 3;
  • FIG. 10 is a perspective view of the bottom panel unit of FIGS. 7a, 7b and 7c in its folded state ready for mount-
  • FIG. 11 is an enlarged fragmentary sectional view of the support of the bottom panel unit of FIG, l0 on the selected foundation, and more specifically, at the location designatedby line II-II of FIG. 2;
  • FIG. 12 is a perspective View of the folded end panel unit of FIGS. 6a, 6b and 6c prior to its erection.
  • FIG. 13 isla fragmentary sectional view taken of line 13-13 of FIG. 2, with certain parts removed, illustrating the placement of the end panel unit of FIG. 12, its folded state and manner in which it is secured in place.
  • a building or shelter Ztl'designed and fabricated in accordance with my invention will include a substantially semi-cylindrical outer shell 22, and in addition, selected functional members at both of its ends 24 and 26.
  • the contemplated building construction 20 includes a minimum of structural parts in which is included a predominant, basic panel unit 30 of my design.
  • such units will include in their assembled stage a pair of isosceles triangles 32 and 34 having a common hypotenuse along fold line 36.
  • the angle at this fold between the ⁇ triangles 32 and 34 can obviously be varied depending upon conditions and requirements. Under suchv circumstances,- ar relatively small angle can be present between thetriangles at such time as increased loads are expected to be placed upon the exterior of the building construction 20.
  • one or both of the triangles 32 and 34 may include a vent or window 33 strategically located along the length of the shell 22 depending upon the end to be Y' attained.
  • FIGS.' 5a, 5b and 5c together with FIG. 8.
  • FIGS.' 5a, 5b and 5c together with FIG. 8.
  • a sandwich panel having a pair of spaced sheets of kraft paper with a plastic foam core therebetween and being commercially available under the trade name Fome Core and supplied by. ⁇ the Fume-Core Corporation of Springfield, Mass, Corrugated paper and cardboard in specific instances has been found to serve adequately and its use in the present embodiment will be assumed.
  • a blank 4@ of the selected sheet material is ⁇ properly cut and scored toA provide the outer panel piece 42 which will include a diagonally extending score, line dil-along with the peripheral flange defining score lines 44, 46, 4S and Sti.
  • Theianges thus outlined will include flanges 52, 5d, 56 and 53.
  • the sheet material employed for purposes of fabricating the basic panel unit 42 includes ⁇ a corrugated laminate the uting of the lsheet blank should .extend in a direction ⁇ along the longer Alength of the sheet, as illustrated in phantom in FIG. V5a.
  • its effective thickness is increased by providing inner panel 62 formed from a sheetV 64 of the selected corrugated material in such a manner that the direction of liuting runs across the longer dimension of the sheet 64, as shown. It has been found that in some instances theincorporation of.
  • a liner or application of a coating creates a tendency for the sheet material to warp or distort.V Accordingly, yI ⁇ contemplate arranging theY corrugations of the ⁇ laminated sheets in such a manner that the stresses thus induced to be cancelled as effectively as possible.
  • the fluting of sheet 64 extends along the longer dimension as compared to the shorter of sheetl. ⁇ Needless to-say I can thereby take advantage ofthe strength characteristics afforded along they longitudinal fluting dimension.
  • the inner panel 62 is similarly provided with a score line 66 extending diagonally across the panel such Vthat in the assembled panel unit 35i, it will be aligned with the score line ed of the outer panel 42.
  • panels 42 and 62 are conveniently united to assume the form and configuration illustrated in FIG. 5c, constituting equal isosceles triangles 32 and 34.
  • the overlapped or aligned score lines 6@ and 66 combine to form the previously described fold line 36.
  • This unit Si) may conveniently be shipped in a substantially flat, unfolded condition to be subsequently folded along the score line 3d for purposes of providing the desired angle between the surfaces of the triangles 32 and 3d.
  • the fold line 36 may be rather xedly set during the manufacture of the basic panel unit 3) for shipment in this condition to the building site so that there it need not be unfolded, thereby lessening labor required for assembling the structure.
  • the basic panel unit 30 will be coupled with basesccuring bottom panel units 70 which will, for all practical purposes, be half of the basic panel unit 30 bisected across its shorter diagonal, but preferably including along such line means for securing the shell 22 to the selected foundation.
  • a sheet blank 72 is suitably cut and scored to provide the outer panel 73 with peripherally extending score lines '74, 76 and 7S together with the diagonally extending score line Si).
  • flanges d2 and 84 are defined together with a foundation or base attaching strip or flange 86.
  • the strip 86 is bisected longitudinally by a double score line 3S.
  • the respective ends 90 and 92 of the strip 86 are formed by a convergent out, whereas the central sector of the strip will include a central slit and an aligning opening 9d substantially as shown. It will be evident shortly that these removed and cut sectors of the strip 86 facilitate the fol ing of panel unit '7d particularly at the strip S6 and accurate placement thereof on the foundation.
  • an inner panel 98 may be utilized effectively in superimposed relationship interiorly of the peripherally extending score lines 74, i6 and 7S. rthe inner panel 98 may be suitably cut from a sheet h of the selected material such that its fluting 192 may be substantially offset with respect to the fluting 194 of the sheet '72 employed in fabricating the outer panel '73 for the purposes described in the above.
  • the bisecting score line 166 is accordingly adapted to overlie the score line @il of the outer panel '71B in the eventually formed bottom panel 70.
  • the inner panel 98 is suitably bonded or secured to the outer panel 7G in accordance with the foregoing,
  • the present invention contemplates enclosures of a number of varieties the design characteristics of which will depend upon the selected utility and application of the shell 22.
  • a number of structures may conveniently incorporate with advantage, structure embodying the end panel units 120, 12T., 2d and 126, all of which include the same constituent parts but depending on their intended placement in the shell 22, certain end panel units may be complementary in nature ⁇ and specifically mirror images of the others.
  • end panels 12@ and 126 are complementary, whereas end panels 122 and 124 are likewise complementary.
  • an end panel unit will include an outer panel 13d formed from a length of the selected sheet material 132 having its fluting extend substantially normal to the longer dimension.
  • the sheet material is suitably cut and scored in providing the outer panel 130 so that triangles 134 and 136 are dened, with triangle 13d approximating in dimensions the previously described triangles 32 and 34.
  • peripheral score lines 133, 141i, 142 and 144 cooperate with the diagonally extending score line 146.
  • Flanges 14S and 15d are thus advantageously provided together with a tube-forming strip 152 and an attachment strip 15d.
  • the tube-forming strip 152 will include a spaced pair of score lines 156 and 158 outwardly disposed with respect to score line 142 which serves ⁇ as a fold line for eventually forming a column 160 defining substantially a right triangle in cross-section, as illustrated in FIG. 13.
  • the cut and perforated projection 162 may serve to close ofi the bottom end of the column le@ with the outer hinged flap being disposed interiorly thereof.
  • the attachment strip 154 is formed with a double score line 164 located outwardly of the peripheral score line 14d. These score lines permit the strip 154 to be folded upon itself to thereby provide a iiange hinged at the score line 14d, and adapted to rest on the selected foundation. Needless to say, this flange will facilitate anchoring the particular panel unit through the employment of suitable fastening means.
  • the end panel unit is also provided with an inner panel 17@ which is suitably scored and cut from a length of sheet material 172 to ultimately be placed in superimposed relationship with respect to the outer panel 11).
  • the direction of the iiutlng in this case will be opposite that of outer panel sheet 132.
  • the inner panel 171B will include triangles 17d and 176 corresponding to triangles 134 and 136, respectively. interposed between the triangles 17d and 17o are spaced score lines'178 and 18) surrounding the double score line 182, all of which cooperate in providing the diagonally extending strengthening rib 18d. in the finished panel unit.
  • the triangles-174;- and 176 are placed upon their mating triangles 13d and 13e respectively, and suitably secured thereto, as for example, by the interposition of a befitting bonding agent. 1n forming the column 160, it will be noted that the terminal edge of the strip 152 is placed into face-to-face contact or engagement with the inner surface of the triangle 17e, as more clearly illustrated in FIG. 13.
  • the assembled end panel unit will include the isosceles triangle 1&6 and right angle 153 with interposed strengthening rib 184; and along the longer leg of the right triangle 18S, the strengthening and rigidifying column or tube 16?. Since the end panel units 12d and 124 constitute mirror images of the end panel units 122 and 12d, heretofore described in detail, the parts of the former will be given identical but primed numeral designations. It should be fully understood that one of the more important aspects of my invention resides in the creation of a strengthening truss by the interconnection of the end panel units 122 and 124.
  • a suitable number of strategically located staples 19% will include a suitable number of strategically located staples 19%.
  • one of the above securing means can be used one without the other or in combination and should impart sufficient strength at the particular joint to resist the contemplated stresses and strains incident to the applied loads so that such means will not be the zone of rupture or failure if this is ever to occur. In other words, this should not be the weakest link in the areasai elements.
  • the dead-air space incidentV to the use of the corrugated material provides cells possessing superior insulating qualities. This certainly lends itself to the provision for sophisticated lighting and other interior fixtures.
  • a moisture barrier may be incorporated into the board itself during its manufacture. For example, a layer of asphalt or the like may be interposed between the sheets of kraft paper composing the walls of theboard.
  • Vweatherproofing of the material from which ythe basic panel units are formed can includeV the bonding of aluminum foil to the contemplated cori rugated board whichis itself, made with waterproof adhesives or glues.
  • the exposed surfaces of the panel units may be otherwise coated or precoated for that matter, as for example, by spraying plastic thereon or merely painting the individual panel units or dipping them in a waterproofing solution. This also has the effect of providing the desirable outward visual appearance.
  • the entire building subsequent to erection may be covered with a plastic film or sheet tailored to lit over the building after erection.
  • a strip of suitable waterproof tape E92 is preferably applied ⁇ along the outer exposed surfaces of the connected panel units adjacent the particular joint.
  • the strip of tape 192 covers and.
  • a web of tape 192 can extend entirely across the web of the shell 22 for purposes of covering the aligned and continuously located joints extending substantially diagonally with respect toV the longitudinal axis of the shell 22.
  • piecemeal sealing of joints between adjacent panels can be avoided, inasmuch as a continuous length of the selected tape can be extended diagonally across a continuous joint and then directed in the other diagonal direction to cover the continuous joint communicated, as represented by phantom lines in FIG. 3.
  • the vforegoing tape 192 can be used alone or together with a strip of calking compound 194 (FIG. 9) suitably applied inthe groove formed by the joint.
  • a strip of calking compound 194 (FIG. 9) suitably applied inthe groove formed by the joint.
  • the callzin-g material is either available in the form of coiled ropes, stripsof Y calking compound or through the Vdeploymentof a standard calking gun having, if desired, a disposable compound container feature.
  • the.v selected foundation is taken to be earth or ground which has proved to be entirely satisfactory for certain applications of the invention.
  • a temporary expedient in the form of a supplemental attachment would be advisable. This can be accomplished by simply throwing several lines of sufficient strength over the building 2i) and staking or otherwise fixing their respective ends to the yground a few feet from the sides of the. building.
  • Certain'conditions may dictate that the building 2b Vby triangles 188 and 188.
  • . 8 need'only be affixed directly to the ground byvmeans of stakes or ground anchors applied at points rendering it convenient to suitably attach -such' means tothe base panels 7i?.
  • ground conditions are satisfactory, as for example, in arctic or regions where permafrost conditions exist, it is possible to aiiix the base panels 7d directly to the ground with spikes by passing the latter through the base strip Se. Since the building possesses a degree of flexibility, it is enabled to conform to irregularities in ground conformation without undue qistortion Vand creation of undesirable stresses or strains. lf it is at all possible, a foundation of wood, cement block, bricks, concrete or any such material should be used toV support the bottom edges of the building 20.
  • a closure 20d of a flexible nature can be incorporated by adopting the ⁇ use of suitable fabrics'or plastic material, such as canvas or rubbercoated nylon cloth. Sheets of such material would preferably be formed with openings or attachments for access illumination or ventilation designed according to the requirements of the user.
  • the fabrics or cloths could be securely fastened to the end pieces ⁇ i2t, 122, 124 and 126 by interconnecting them respectively along adjacent surfaces ofthe columns i60 and 150.
  • Ythe selected fabric or cloth for this closure 20E) canbe supplied in f two pieces and shipped as partV of the: pre-fabricated kit which would include four pieces for a single building, two being at each end 24 andV 26.
  • Theffabric or cloth pieces at each end would bey attached to one another after erection by conventional snaps, zippers, buttons or similar techniques.
  • the columns 16() and 169 can be adapted to advantageously present a rigid closure on the order of a hinged garage door; Underthe circumstances, mere rectangular panels can be employed for purposes of providing man-sized openings, bearing in mind the practical limits incident to shipping of the prefabricated kit. ln addition, corrugated board panels in a variety of shapes could be provided for an end closure.
  • rl ⁇ he design of the Vbuilding constructed in accordance with my invention is such that it can Vbe erected in a relatively short time employing a minimum of manpower and equipment. In fact, no more than twomen are essential; and the only ⁇ requisite equipment needed is a plier-stapler which is readily available commercially.
  • stapler and suiiicient staples as well as tape and/ or callcing materialwith suitable applicator if desired, would be Ysupplied asa component partiof the pre-fabrication kit.
  • the method of erection of the building may differ slightly when the base is or is not utilized, but as a general proposition is essentially the same. In either case, it is important that the bottom or base panels 70 be bent and fixed such that their triangles 108 and 110 will define the proper angle therebetween to which subsequently applied panels will tend to conform. This angle is ascertainable, depending upon the dimensional characteristics of the building selected to be assembled and erected at a particular site. A base to which bottom panel 70 can be affixed as stated is desirable, but not necessary, as long as the proper angle is attained and maintained for a sufiicient period of time during erection.
  • the erecting crew could initially nail three bottom panels 70 to the wooden base, which would not at this time be aixed as yet to t-he selected foundation so that the resul-tant unit can be tilted to facilitate coupling of a number of the panel units.
  • Two of the basic diamondshaped panel units 3@ are now inserted between and stapled to a pair of the secured base panels 76.
  • three more of the diamond-shaped panel units 3l) are fastened to the pair of secured panel units 39.
  • the partially assembled structure will now tend to fall downwardly and inwardly; and this is permitted so that access to the upper anges of the basic panel uni-ts 3l) (in the present instance, flanges 54 and 56) is permissible directly from the ground.
  • the structure can be held at Ia suitable angle by one of the erectors or by one or more poles.
  • the next row of two panels is then attached, followed by a similar securement of the fourth row of three panels.
  • the iifth and sixth row of panels can now be installed. If poles are being used, they should preferably -be moved further toward the middle of the building. At this point the upper end panels 122 and 174 can also be attached, thereby forming a truss.
  • the building can then be raised to its -iinal position. Accordingly, the remaining row of basic diamond-shaped panel units 30 together lwith Ibottom panel units 7) are positioned and suitably stapled into proper supporting relationship with the previously erected panel units 30.' At such time, the remaining end panels 126 and 126 can be attached.
  • a section of the Ibuilding 20 having a determinable length already renders erection of the remaining part a relatively easy task. If desired at this stage, Ithe base of the building can be fixed to the ground or selected foundation. This erected section is of suiicient rigidity to adequately support the remaining panels which are stapled directly to such structure until it is complete. In this connection, the use of a ladder or platform for the erection personnel for purposes of having access to the higher or elevated portions of the building may prove to be necessary, particularly in reaching the upper joints; as for example, for purposes of applying a suitable caulking material or weatherproong tape or both. As an alternative, the entire building 20 can be erected from one side to the other as previously discussed. However, this is slightly more difficult since additional men or supports may be needed to hold the completed span in a working position.
  • end panel units 120, 122, 124 and 126 can be utilized as a room divider.
  • the building construction can then be contined longitudinally, with the joint t-hus formed extending substantially normal to the longitudinal axis of the shell 22.
  • a building structure having a generally cylindrical curved portion and a substantially planar end substantially normal thereto, said curved portion comprising a plurality of discrete uniformly shaped wall sections of generally diamond-shape and having opposite apices at the ends of a straight longitudinal center line formed by a sharp fold therein, each of the wall sections having eX- tending side edges, interconnecting means interconnecting lthe wall sections along the side edges, said wall sections being mntually interconnected along side edges thereof in a pattern of arcs defined by a plurality of equally spaced parallel planes oblique to the axis of the cylindrical curved portion and a plurality of equally spaced parallel planes oblique to said axis with the angles .of the first oblique planes relative to the taxis lbeing equal and opposite to the angles of the second voblique planes relative to the axis, said center lines being contained in a plurality of equally spaced parallel transverse planes perpendicular to said axis and defining

Description

June 1, 1965 Filed April 11, 1961 O. L. SPAETH, JR
PANELIZED BUILDING CONSTRUCTION 4 Sheets-Sheet l INVENTOR 9 afro wf/v 5mn/4k;
June l, 1965 o. L. SPAETH, JR
PANELIZED BUILDING CONSTRUCTION 4 Sheets-Sheet 2 Filed April l1, 1961 INVENTOR.
June 1, 1965 o.L.sPAE1-H, JR
PNELIZED BUILDING CONSTRUCTION 4 Sheets-Sheet 4 Filed April l1, 1961 'INVENTOR afro yc/m SPAN/4J k/HJJ United States Patent O 3,185,524 PANELIZED BUXLDHNG CQNSTRUCTIN @tto Lucien Spaeth, r., 308 E. '73rd St., New Yori( 2l, NX. Filed Apr. il, 1963i, Ser. No. 162,226 2 Claims. (Cl. 1892) This invention relates to a panelized system for building construction, and more particularly, to such a structural system requiring a minimum number of structural members, while at the same time stressing simplicity, lightness of weight, ease and speed of erection without sacrificing building soundness and strength, thereby satisfying the most stringent applicable conditions, requirements, regulations, as well as specications.
With this in mind, the present invention provides a concept in the area of building construction by rendering a panelized system feasible, on a commercial scale, for shelter fabrication and erection, thusly broadening the effective means for protection of human beings or their respective properties. Other needs, accordingly satisfied, may be classied as commercial, not to mention possible military applications. To this end, a rectangular ground plan is employed of any desired length relative to width so that the available space requirements can be most eifectively utilized.
Generally speaking, the invention considers a sophisticated manner of placing triangles in juxtaposition so that together they are effective in forming a threedimensional pattern resulting in a three-dimensional distribution of forces creating optimum qualities of strength and superior utilization of structural members. With this in mind, the variety of such membersrhowever, isl signiicantly maintained at a minimum, with the basic building component being in effect an isosceles triangle which is deiined by broadly stating a contemplated structural unit. The basic construction unit, when assembled and incorporated into the erected building, is essentially a pair of such isosceles triangles coupled base to base along an interposed scored fold line. In this connection, the size and shape of these triangles determines that of the erected building unit. The length of the building on the other hand, is further determined by the angle of the fold which the pair of isosceles triangles cooperate to form, not to mention the selected number of triangles determining also the length of span.
Of prime importance, is the fact that the same basic units can be utilized as both structure and covering by serving as structural frame, Wall and roof. Sheet material is advantageously resorted to for the various structural members, and consequently facilitates the incorporation of superior weather sealing, calliing, coating, insulation, sound control, etc. into the ultimate structure. The material preferably utilized is conducive to collapsible, knocked down and ready to assemble constructions; whereby the basic structural units may be unfolded or collapsed into relatively flat members that may be stacked, and accordingly, easily shipped or stored. Portability, expendability and ease of erection are thus attained with the' selected materials being suiliciently suitable in satisfying rigidity requirements, exposures to extreme temperature ltibd Patented June l, i965 The present invention being thusly in the nature of a prefabricated construction, may be supplied in rather compact, lightweight kits for ultimate erection at the desired place of assembly. As will become obvious, corresponding compactness will be the case when it is desired to disassemble or remove the building from such site and either store or relocate it, as the case may be.
The manner of construction is advantageously adapted to be combined with most any desirable type of foundation down to the bare ground. Naturally, a iirmly anchored foundation would be desirable when adverse weather conditions are expected and contemplated.
Ventilation and lighting is achieved by simply providing for such means as part of the triangular units. lt is also of significance, that suitable access and egress through selective entrances and exits respectively, form part of the building construction of the present invention.
Although the prefabricated, collapsible type of construction has needlessly been relegated to a stature of being an inferior product, it should be understood that design quality and characteristics contemplated herein are in every way superior, possessing optimum visual attractiveness and a decorative function, without mentioning one of the primary considerations of efficient storage prior to assembly and even after it has been disassembled pending further use. The mode of design of the instant building renders the construction sufficiently versatile to fulfill the desired functions of storage and utility in most any commercial field, from tents to garages or the like, whether of a temporary or permanent nature. The design appearance is such that nish can be employed that will appeal to the desires of the contemporary or traditional surroundings or Istringent demands of the military. Above all, these designs are all within the general contines of the existing market pricing structure applicable to such units.
Construction criteria resulting in the most expeditious and eiiicient manufacture of such units are dependent upon a design encompassing a system engineered for easy assembly. Accordingly, the present invention contemplates the utilization of a controlled number of engineered parts of uniform construction, While at the same time being a flexible assembly system such that utility of the ultimately erected unit can be taken into consideration. In addition in an effort to minimize costs and still maintain versatility and flexibility in design characteristics and outward visual effects and appearances, a number of standardized parts constitute by building construction, notwithstanding the type of application and utilization selected. In this connection, height width and length modulation is considered so that various dimensional proportions of building construction are attainable.
In general, a building unit prefabricated and constructed in accordance with my invention possesses a basic panelized system with the individual components thereof prearranged and supported by means of a selected base structure. The panelized system will include a preformed panel defining across its face substantially a parallelogram, other than a rectangle, in' which the longer diagonal is delined by a score line for purposes of dividing the panel into two separate triangles which are preferably isosceles. Adjacent panel fastening means in the form of flanges to be eventually fastened to one another may form integral extensions of the sides of the parallelogram. These flanges are distinguishable .by means of score lines which .also serve to permit folding of the flanges with respect to the associated side or leg of the isosceles triangle. The diagonally extending score line of the parallelogram facilities the folding of the triangles toward one another and at a particular angle which may extend between 0 and 180, but most contemplated applications will dictate an angle above and in the neighborhood of about 120.
annessa t For purposes of finishing or completing the base of the building construction, a standardized part is provided which is in essence the above-described parallelogram and projecting flanges servered in two along the shorter diagonal. However, in an effort to provide an anchoring means for the building construction to the chosen foundation suitable score lines may be provided for purposes of defining a projection from the cut, diagonally extending` side so that an attachment flange may thusly become effective.
It is further contemplated by the present invention that an end-forming unit be provided having as a part thereof, a triangular panel substantially identical to the isosceles triangle panel of the foregoing basic panel unit.
Thus, the present invention provides a design for a building that can be erected in a relatively short period of time with a minimum of manpower and equipment which under the circumstances, would necessitate only the services of two men and a commercial stapler as essential items together with seam tape or calking material.
Gther objects. and advantages will become apparent from the following detailed description thereof, which is to be taken-in conjunction with the accompanying drawings in which:
- FIG. lis a perspective viewv of an assembled building construction erected in accordance with the present invention and incorporating therein construction and techniques of my design and inventive Acontributions with any particular end ingress-egress means removed for purposes of clarity;
FIG. 2 is a side view of the construction illustrated in FIG. 1;
FIG. 3 isV a top plan view, with certain parts broken away and removed;`
FIG. 4 is an elevational sectional view 4taken along the line 4-4 of FIG. 3 with provisions for a door illustrated in phantom;
FIGS. Sa-Sc illustrate the formation of the typical basic panel ready for shipment or storage as employed by the present invention when it is formed from sheet material and prior to folding for erection purposes;
FIGS. 6a, 6b and 6c similarly depict the formation of an'end panel unit asit is fabricated from sheet material to the desired unfolded end product;
FIGS. 7a, 7b and 7c likewise show the formation from sheet material of a specimen, in attened state, of a bottom array of panels coupling the building construction of the Vpresent invention to the selected foundation;
FIG. 8 is a perspective view of the folded basic panel unit of FIGS. 5a, 5b and 5c ready for incorporation into my building construction;
FIG. 9 is an enlarged sectional and fragmentary view illustrating a junction at which the basic panel unit` of FIG. 8 is attached, specifically taken along the line 9-9 of FIG. 3;
FIG. 10 is a perspective view of the bottom panel unit of FIGS. 7a, 7b and 7c in its folded state ready for mount- FIG. 11 is an enlarged fragmentary sectional view of the support of the bottom panel unit of FIG, l0 on the selected foundation, and more specifically, at the location designatedby line II-II of FIG. 2;
FIG. 12 is a perspective View of the folded end panel unit of FIGS. 6a, 6b and 6c prior to its erection; and
FIG. 13 isla fragmentary sectional view taken of line 13-13 of FIG. 2, with certain parts removed, illustrating the placement of the end panel unit of FIG. 12, its folded state and manner in which it is secured in place.
In the drawings I have illustrated a mode of construction depicting my proposed concept of buildingy design utilizing a panelized-type of system. This illustrated panelized system is exemplary of my contribution to the art, but is in some respects a preferred embodiment, Vparticularly the individual panel units and their suggested modication. Thus, a building or shelter Ztl'designed and fabricated in accordance with my invention will include a substantially semi-cylindrical outer shell 22, and in addition, selected functional members at both of its ends 24 and 26.
As stated in the above, the contemplated building construction 20 includes a minimum of structural parts in which is included a predominant, basic panel unit 30 of my design. In this connection, such units will include in their assembled stage a pair of isosceles triangles 32 and 34 having a common hypotenuse along fold line 36. The angle at this fold between the` triangles 32 and 34 can obviously be varied depending upon conditions and requirements. Under suchv circumstances,- ar relatively small angle can be present between thetriangles at such time as increased loads are expected to be placed upon the exterior of the building construction 20. On the other hand, a largerl angleup` to but excluding 1809, will minimize the ability of theshellV 22 to support appreciable loads; This angle however, will determine the number of panel units of a particular dimension which kare required to form a shell 22'substantially semi-circular in secn tion; and at the same time it will establish the' effective longitudinal length of building for lthe speciiied number of panel units 3@ extending acrossits width.k Y
If desired, one or both of the triangles 32 and 34 may include a vent or window 33 strategically located along the length of the shell 22 depending upon the end to be Y' attained.
Referring now to details of the panel unit 3u, reference should be made to FIGS.' 5a, 5b and 5c together with FIG. 8. At the outset, it should be understood that although a multiple-ply panel unit is disclosed, itv should be understood that only` individual sheets need be utilized in a number of situations depending upon the contemplated use and abuse. ofthe structure 20 andrelative strength and rigidity ofyits constituent material. -In this connection, I contemplate the employment of sheet aluminum, resin such as fiberglass, plywood or the like in satisfying certain construction requirements. Also propose using a sandwich panel having a pair of spaced sheets of kraft paper with a plastic foam core therebetween and being commercially available under the trade name Fome Core and supplied by.` the Fume-Core Corporation of Springfield, Mass, Corrugated paper and cardboard in specific instances has been found to serve adequately and its use in the present embodiment will be assumed. In fabricating a panel unit 32, a blank 4@ of the selected sheet material is `properly cut and scored toA provide the outer panel piece 42 which will include a diagonally extending score, line dil-along with the peripheral flange defining score lines 44, 46, 4S and Sti. Theianges thus outlined will include flanges 52, 5d, 56 and 53. If the sheet material employed for purposes of fabricating the basic panel unit 42 includes` a corrugated laminate the uting of the lsheet blank should .extend in a direction `along the longer Alength of the sheet, as illustrated in phantom in FIG. V5a. In an effort-to rigidity the basic panel 42, its effective thickness is increased by providing inner panel 62 formed from a sheetV 64 of the selected corrugated material in such a manner that the direction of liuting runs across the longer dimension of the sheet 64, as shown. It has been found that in some instances theincorporation of. a liner or application of a coating creates a tendency for the sheet material to warp or distort.V Accordingly, yI `contemplate arranging theY corrugations of the `laminated sheets in such a manner that the stresses thus induced to be cancelled as effectively as possible. To this end, the fluting of sheet 64 extends along the longer dimension as compared to the shorter of sheetl.` Needless to-say I can thereby take advantage ofthe strength characteristics afforded along they longitudinal fluting dimension. The inner panel 62 is similarly provided with a score line 66 extending diagonally across the panel such Vthat in the assembled panel unit 35i, it will be aligned with the score line ed of the outer panel 42. Thus, through the employment of a suitable adhesive or glue, panels 42 and 62 are conveniently united to assume the form and configuration illustrated in FIG. 5c, constituting equal isosceles triangles 32 and 34. The overlapped or aligned score lines 6@ and 66 combine to form the previously described fold line 36. This unit Si) may conveniently be shipped in a substantially flat, unfolded condition to be subsequently folded along the score line 3d for purposes of providing the desired angle between the surfaces of the triangles 32 and 3d. If desired for a particular building, the fold line 36 may be rather xedly set during the manufacture of the basic panel unit 3) for shipment in this condition to the building site so that there it need not be unfolded, thereby lessening labor required for assembling the structure.
The basic panel unit 30 will be coupled with basesccuring bottom panel units 70 which will, for all practical purposes, be half of the basic panel unit 30 bisected across its shorter diagonal, but preferably including along such line means for securing the shell 22 to the selected foundation. In this connection, a sheet blank 72 is suitably cut and scored to provide the outer panel 73 with peripherally extending score lines '74, 76 and 7S together with the diagonally extending score line Si). Under the circumstances, flanges d2 and 84 are defined together with a foundation or base attaching strip or flange 86. In this connection, the strip 86 is bisected longitudinally by a double score line 3S. In addition, the respective ends 90 and 92 of the strip 86 are formed by a convergent out, whereas the central sector of the strip will include a central slit and an aligning opening 9d substantially as shown. It will be evident shortly that these removed and cut sectors of the strip 86 facilitate the fol ing of panel unit '7d particularly at the strip S6 and accurate placement thereof on the foundation.
in a similar eiiort to rigidity and strengthen the ultimately formed base or bottom panel unit 71), an inner panel 98 may be utilized effectively in superimposed relationship interiorly of the peripherally extending score lines 74, i6 and 7S. rthe inner panel 98 may be suitably cut from a sheet h of the selected material such that its fluting 192 may be substantially offset with respect to the fluting 194 of the sheet '72 employed in fabricating the outer panel '73 for the purposes described in the above. The bisecting score line 166 is accordingly adapted to overlie the score line @il of the outer panel '71B in the eventually formed bottom panel 70.
Thus, the inner panel 98 is suitably bonded or secured to the outer panel 7G in accordance with the foregoing,
such that a pair of equal right triangles 108 and 11i) are defined. A central fold 112 is defined between these two right angles 16S ad 11@ corresponding substantially with that fold line 31's. At such time as the correct angle is formed between the triangles 16S and 110 the strip 86 may be folded to provide an effective securing means in attaching the base panel 7b to the selected foundation, substantially as depicted in FIG. 10.
The present invention' contemplates enclosures of a number of varieties the design characteristics of which will depend upon the selected utility and application of the shell 22. A number of structures may conveniently incorporate with advantage, structure embodying the end panel units 120, 12T., 2d and 126, all of which include the same constituent parts but depending on their intended placement in the shell 22, certain end panel units may be complementary in nature `and specifically mirror images of the others. Thus, end panels 12@ and 126 are complementary, whereas end panels 122 and 124 are likewise complementary.
As was the case with panel units 3l), an end panel unit will include an outer panel 13d formed from a length of the selected sheet material 132 having its fluting extend substantially normal to the longer dimension. The sheet material is suitably cut and scored in providing the outer panel 130 so that triangles 134 and 136 are dened, with triangle 13d approximating in dimensions the previously described triangles 32 and 34. To this end, peripheral score lines 133, 141i, 142 and 144 cooperate with the diagonally extending score line 146. Flanges 14S and 15d are thus advantageously provided together with a tube-forming strip 152 and an attachment strip 15d.
The tube-forming strip 152 will include a spaced pair of score lines 156 and 158 outwardly disposed with respect to score line 142 which serves `as a fold line for eventually forming a column 160 defining substantially a right triangle in cross-section, as illustrated in FIG. 13. The cut and perforated projection 162 may serve to close ofi the bottom end of the column le@ with the outer hinged flap being disposed interiorly thereof.
The attachment strip 154 is formed with a double score line 164 located outwardly of the peripheral score line 14d. These score lines permit the strip 154 to be folded upon itself to thereby provide a iiange hinged at the score line 14d, and adapted to rest on the selected foundation. Needless to say, this flange will facilitate anchoring the particular panel unit through the employment of suitable fastening means.
The end panel unit is also provided with an inner panel 17@ which is suitably scored and cut from a length of sheet material 172 to ultimately be placed in superimposed relationship with respect to the outer panel 11). The direction of the iiutlng in this case will be opposite that of outer panel sheet 132. Thus, the inner panel 171B will include triangles 17d and 176 corresponding to triangles 134 and 136, respectively. interposed between the triangles 17d and 17o are spaced score lines'178 and 18) surrounding the double score line 182, all of which cooperate in providing the diagonally extending strengthening rib 18d. in the finished panel unit. To this end, the triangles-174;- and 176 are placed upon their mating triangles 13d and 13e respectively, and suitably secured thereto, as for example, by the interposition of a befitting bonding agent. 1n forming the column 160, it will be noted that the terminal edge of the strip 152 is placed into face-to-face contact or engagement with the inner surface of the triangle 17e, as more clearly illustrated in FIG. 13.
Thus, the assembled end panel unit will include the isosceles triangle 1&6 and right angle 153 with interposed strengthening rib 184; and along the longer leg of the right triangle 18S, the strengthening and rigidifying column or tube 16?. Since the end panel units 12d and 124 constitute mirror images of the end panel units 122 and 12d, heretofore described in detail, the parts of the former will be given identical but primed numeral designations. It should be fully understood that one of the more important aspects of my invention resides in the creation of a strengthening truss by the interconnection of the end panel units 122 and 124.
it will be understood that the heretofore described flanges of the basic panel unit 3Q, bottom panel unit 70 and end panel unit 12@ to 12d are for attachment purposes with adjacent flanges of neighboring panel units. Since ease and rapidity in erection of the basic components to the final assembly is within the purview of the present invention, the securement of adjacent franges should be readily accomplished. In this connection, reference is now made to FIG. 9 in which such a connection is shown. Since a window-bearing panel unit is illustrated in association with the basic panel unit 3i), its like parts will be designated by corresponding prime numerals. The associated ages or flaps 5d and 5S may include in their juncture a suitable adhesive or bonding agent. However, most of the contemplated applications of this invention will include a suitable number of strategically located staples 19%. Naturally, one of the above securing means can be used one without the other or in combination and should impart sufficient strength at the particular joint to resist the contemplated stresses and strains incident to the applied loads so that such means will not be the zone of rupture or failure if this is ever to occur. In other words, this should not be the weakest link in the areasai elements. Needless to say, the dead-air space incidentV to the use of the corrugated material provides cells possessing superior insulating qualities. This certainly lends itself to the provision for sophisticated lighting and other interior fixtures. Furthermore, a moisture barrier may be incorporated into the board itself during its manufacture. For example, a layer of asphalt or the like may be interposed between the sheets of kraft paper composing the walls of theboard.
Other alternatives for Vweatherproofing of the material from which ythe basic panel units are formed can includeV the bonding of aluminum foil to the contemplated cori rugated board whichis itself, made with waterproof adhesives or glues. On the other hand, the exposed surfaces of the panel units may be otherwise coated or precoated for that matter, as for example, by spraying plastic thereon or merely painting the individual panel units or dipping them in a waterproofing solution. This also has the effect of providing the desirable outward visual appearance. As a further alternative, the entire building subsequent to erection may be covered with a plastic film or sheet tailored to lit over the building after erection.
In accordance with further aspectsV of ymy invention,-
weatherprooing of the joints between and incident to the attachment of adjacent panel units is expected. In this connection, a strip of suitable waterproof tape E92 is preferably applied `along the outer exposed surfaces of the connected panel units adjacent the particular joint. Thus, as illustrated in FIG. 9, the strip of tape 192 covers and.
'protects the selected joint from moisture and can be conveniently applied during erection of the building :2b. In.
this connection, an analysis of the various figures, particularly FIGS. 2 and 3, will'reveal that a web of tape 192 can extend entirely across the web of the shell 22 for purposes of covering the aligned and continuously located joints extending substantially diagonally with respect toV the longitudinal axis of the shell 22. To this end, piecemeal sealing of joints between adjacent panels can be avoided, inasmuch as a continuous length of the selected tape can be extended diagonally across a continuous joint and then directed in the other diagonal direction to cover the continuous joint communicated, as represented by phantom lines in FIG. 3.
The vforegoing tape 192 can be used alone or together with a strip of calking compound 194 (FIG. 9) suitably applied inthe groove formed by the joint. In passing, situations may dictaterthe elimination of the tape altogether. Under such circumstances, the callzin-g material is either available in the form of coiled ropes, stripsof Y calking compound or through the Vdeploymentof a standard calking gun having, if desired, a disposable compound container feature. f
As stated in the foregoing, for purposes of disclosing a specific embodiment of the invention, the.v selected foundation is taken to be earth or ground which has proved to be entirely satisfactory for certain applications of the invention. In an extreme emergency, whether a foundation of other sorts is used or not, especially during unusual storms yor wind conditions, a temporary expedient in the form of a supplemental attachment would be advisable. This can be accomplished by simply throwing several lines of sufficient strength over the building 2i) and staking or otherwise fixing their respective ends to the yground a few feet from the sides of the. building.
Certain'conditions may dictate that the building 2b Vby triangles 188 and 188.
. 8 need'only be affixed directly to the ground byvmeans of stakes or ground anchors applied at points rendering it convenient to suitably attach -such' means tothe base panels 7i?. In this connection, if ground conditions are satisfactory, as for example, in arctic or regions where permafrost conditions exist, it is possible to aiiix the base panels 7d directly to the ground with spikes by passing the latter through the base strip Se. Since the building possesses a degree of flexibility, it is enabled to conform to irregularities in ground conformation without undue qistortion Vand creation of undesirable stresses or strains. lf it is at all possible, a foundation of wood, cement block, bricks, concrete or any such material should be used toV support the bottom edges of the building 20. For example, it has been found desirable incertain instances to attach the bottom strips 36 of Ythe base panel 70 to suitably dimensioned wood planks as` an intermediate base. By maintaining the angle betweentriangles 108 and liti of the base panel 7b within prescribed limits, it has been possibley to` use l x l() inch wood planks extending in a rather straight line, as compared Vto a staggered or bellows fold, for purposes of receiving the bottom strips 86 secured directly 4thereto by nailing. The woodplanlcs are then secured to other foundations (or ground as in FIG. 4) by bolts, stakes, Vties or other suitable means. It iS-contemplated `that suitable wood planking, in pre-measured units,rrnay be supplied as part of the shipping/container for ythe components constituting the building Zi?. Y lt should beunderstood Ythat' a variety of methods can be employed in adequately closing the ends 24, and 26 .of-the shell 22, if desired or necessary in an effort to satisfy particular requirements. Thus, depending upon the selected useof the building 2i), a closure 20d of a flexible nature can be incorporated by adopting the `use of suitable fabrics'or plastic material, such as canvas or rubbercoated nylon cloth. Sheets of such material would preferably be formed with openings or attachments for access illumination or ventilation designed according to the requirements of the user. The fabrics or cloths could be securely fastened to the end pieces` i2t, 122, 124 and 126 by interconnecting them respectively along adjacent surfaces ofthe columns i60 and 150. if desired, Ythe selected fabric or cloth for this closure 20E) canbe supplied in f two pieces and shipped as partV of the: pre-fabricated kit whichwould include four pieces for a single building, two being at each end 24 andV 26. Theffabric or cloth pieces at each end would bey attached to one another after erection by conventional snaps, zippers, buttons or similar techniques.
On the other hand, the columns 16() and 169 can be adapted to advantageously present a rigid closure on the order of a hinged garage door; Underthe circumstances, mere rectangular panels can be employed for purposes of providing man-sized openings, bearing in mind the practical limits incident to shipping of the prefabricated kit. ln addition, corrugated board panels in a variety of shapes could be provided for an end closure. One system found to Work satisfactorily for a number of reasons is a repetition'of the triangular module already present las part of the buildings end panels 120, 122, 124 and 126, notably the triangular moduleestablished As a further hastry expedient,'suitable'self-supporting ends can be made of lmaterials indigent to the building site, such as mud bricks, ice or snow blocks.
rl`he design of the Vbuilding constructed in accordance with my invention, is such that it can Vbe erected in a relatively short time employing a minimum of manpower and equipment. In fact, no more than twomen are essential; and the only `requisite equipment needed is a plier-stapler which is readily available commercially. A
stapler and suiiicient staples, as well as tape and/ or callcing materialwith suitable applicator if desired, would be Ysupplied asa component partiof the pre-fabrication kit.
The method of erection of the building may differ slightly when the base is or is not utilized, but as a general proposition is essentially the same. In either case, it is important that the bottom or base panels 70 be bent and fixed such that their triangles 108 and 110 will define the proper angle therebetween to which subsequently applied panels will tend to conform. This angle is ascertainable, depending upon the dimensional characteristics of the building selected to be assembled and erected at a particular site. A base to which bottom panel 70 can be affixed as stated is desirable, but not necessary, as long as the proper angle is attained and maintained for a sufiicient period of time during erection.
Assuming the aforementioned wooden plank is employed; the erecting crew could initially nail three bottom panels 70 to the wooden base, which would not at this time be aixed as yet to t-he selected foundation so that the resul-tant unit can be tilted to facilitate coupling of a number of the panel units. Two of the basic diamondshaped panel units 3@ are now inserted between and stapled to a pair of the secured base panels 76. In the same manner, three more of the diamond-shaped panel units 3l) are fastened to the pair of secured panel units 39. The partially assembled structure will now tend to fall downwardly and inwardly; and this is permitted so that access to the upper anges of the basic panel uni-ts 3l) (in the present instance, flanges 54 and 56) is permissible directly from the ground. The structure can be held at Ia suitable angle by one of the erectors or by one or more poles. The next row of two panels is then attached, followed by a similar securement of the fourth row of three panels. The iifth and sixth row of panels can now be installed. If poles are being used, they should preferably -be moved further toward the middle of the building. At this point the upper end panels 122 and 174 can also be attached, thereby forming a truss. lf the number of rows of panels correspond to that disclosed in the various figures which rep-resent a workable embodiment of the present invention, the building can then be raised to its -iinal position. Accordingly, the remaining row of basic diamond-shaped panel units 30 together lwith Ibottom panel units 7) are positioned and suitably stapled into proper supporting relationship with the previously erected panel units 30.' At such time, the remaining end panels 126 and 126 can be attached.
A section of the Ibuilding 20 having a determinable length already renders erection of the remaining part a relatively easy task. If desired at this stage, Ithe base of the building can be fixed to the ground or selected foundation. This erected section is of suiicient rigidity to adequately support the remaining panels which are stapled directly to such structure until it is complete. In this connection, the use of a ladder or platform for the erection personnel for purposes of having access to the higher or elevated portions of the building may prove to be necessary, particularly in reaching the upper joints; as for example, for purposes of applying a suitable caulking material or weatherproong tape or both. As an alternative, the entire building 20 can be erected from one side to the other as previously discussed. However, this is slightly more difficult since additional men or supports may be needed to hold the completed span in a working position.
As will be evident, the end panel units 120, 122, 124 and 126, either alone or together with a suitable structure for completing the closure, can be utilized as a room divider. The building construction can then be contined longitudinally, with the joint t-hus formed extending substantially normal to the longitudinal axis of the shell 22.
It should be obvious to those skilled in the art that my invention has versatility in application and that potential resides in Ih@ area of field construction of the semil@ permanent expendable type of structure, possessing substanti-al lightness in weight and capabilities of immediate erection with a minimum of manpower and equipment.
Needless to say it is a most satisfactory replacement forthe Well known pup tent and, with its most advantageous rectangular floor plan, has application to other buildings and shelter, as for example, airplane hangers. Indeed, a collapsed building is revisable and an erected building capable of being relocated by my invention with selective ease and eiiiciency.
Thus, the aforementioned objects and advantages are most effectively attained. It should be understood, however, that my invention is in no sense limited by the several preferred embodiments disclosed herein, but is to be taken as that of the scope defined by the appended claims. l
I claim:
1. A building structure having a generally cylindrical curved portion and a substantially planar end substantially normal thereto, said curved portion comprising a plurality of discrete uniformly shaped wall sections of generally diamond-shape and having opposite apices at the ends of a straight longitudinal center line formed by a sharp fold therein, each of the wall sections having eX- tending side edges, interconnecting means interconnecting lthe wall sections along the side edges, said wall sections being mntually interconnected along side edges thereof in a pattern of arcs defined by a plurality of equally spaced parallel planes oblique to the axis of the cylindrical curved portion and a plurality of equally spaced parallel planes oblique to said axis with the angles .of the first oblique planes relative to the taxis lbeing equal and opposite to the angles of the second voblique planes relative to the axis, said center lines being contained in a plurality of equally spaced parallel transverse planes perpendicular to said axis and defining with said oblique planes isosceles triangles arranged in sets of two for each diamond-shaped wall section, and atleast one further wall section at `the end of the building structure including a pair of panels, one o-f which defines another of said isosceles triangles and the other defines a right triangle formingy part of an end of the buildingand being disposed in the plane of such end, the triangles of the further wall section having a common side defined by a fold in the f wall section such that the pair of panels of the further wall section are divergent from their common side.
2. The invention in accordance with claim 1 wherein at least two of said further wall sections extend across an end of the building structure with a leg of the right triangle of each of said two of said further wall sections being in confronting relationship, the right triangle of each of said two of said further panels being substantially coplanar such that they provide a stabilizing truss as part of said building structure.
References Cited by the Examiner UNITED STATES PATENTS 946,706 l/ 10 Richards 189-2 X 2,505,343 4/50 Stolz 50-52 2,835,931 5/ 58 Sterkin 20-2 2,849,755 9/58 Couse 20--2 2,896,271 7/59 Kloote et al. 50-194 2,918,992 12/59 Gelsavage 50-52 2,933,055 4/60 Couso 20--2 X 3,016,115 1/62 Harrison 20--2 X OTHER REFERENCES Architectural Forum, January 1957, page 136.
RICHARD W. COOKE, IR., Primary Examiner.
WILLIAM I. MUSI-IAKE, CORNELIUS D. ANGEL,
IOEL REZNEK, Examiners.

Claims (1)

1. A BULIDING STRUCTURE HAVING A GENERALLY CYLINDRICAL CURVED PORTION AND A SUBSTANTIALLY PLANAR END SUBSTANTIALLY NORMAL THERETO, SAID CURVED PORTION COMPRISING A PLURALITY OF DISCRETE UNIFORMLY SHAPED WALL SECTIONS OF GENERALLY DIAMOND-SHAPED AND HAVING OPPOSITE APICES AT THE ENDS OF A STRAIGHT LONGITUDINAL CENTER LINE FORMED BY A SHARP FOLD THERIN, EACH OF THE WALL SECTIONS HAVING EXTENDING SIDE EDGES, INTERCONNECTING MEANS INTERCONNECTING THE WALL SECTIONS ALONG THE SIDE EDGES, SAID WALL SECTIONS BEING MUTUALLY INTERCONNECTED ALONG SIDE EDGES THEREOF IN A PATTERN OF ARCS DEFINED BY A PLURALITY OF EQUALLY SPACED PARALLEL PLANES OBLIQUE TO THE AXIS OF THE CYLINDRICAL CURVED PORTION AND A PLURALITY OF EQUALLY SPACED PARALLEL PLANES OBLIQUE TO SAID AXIS WITH THE ANGLES OF THE FIRST OBLIQUE PLANES RELATIVE TO THE AXIS BEING EQUAL AND OPPOSITE TO THE ANGLES OF THE SECOND OBLIQUE PLANES RELATIVE TO THE AXIS, SAID CENTER LINES BEING CONTAINED IN A PLURALITY OF EQUALLY SPACED PARALLEL TRANSVERSE PLANES PERPENDICULAR TO SAID AXIS AND DEFINING WITH SAID OBLIQUE PLANES ISOSCELES TRAINGLES ARRANGED IN SETS OF TWO FOR EACH DIAMOND-SHAPED WALL SECTION, AND AT LEAST ON FURTHER WALL SECTION AT THE END OF THE BUILDING STRUCTURE INCLUDING A PAIR OF PANELS, ONE OF WHICH DEFINES ANOTHER OF SAID ISOCELES TRIANGLES AND THE OTHER DEFINES A RIGHT TRIANGLE FORMING PART OF AN END OF THE BUILDING AND BEING DISPOSED IN THE PLANE OF SUCH END, THE TRIANGLES OF THE FURTHER WALL SECTION HAVING A COMMON SIDE DEFINED BY A FOLD IN THE WALL SECTION SUCH THAT THE PAIR OF PANELS OF THE FURTHER WALL SECTION ARE DIVERGENT FROM THEIR COMMON SIDE.
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US3374588A (en) * 1964-03-30 1968-03-26 Dow Chemical Co Modular, curved structure and method of assembly
US3407546A (en) * 1965-02-23 1968-10-29 Format Ind Corp Ltd Foldable shelter structure with zig-zag roof profile
US3427767A (en) * 1965-07-21 1969-02-18 Ernest R Schaefer Building structure
US3439459A (en) * 1965-11-27 1969-04-22 Wilhelm Johannes Silberkuhl Construction element
US3445970A (en) * 1967-09-18 1969-05-27 Donal P Nelson Right triangular building components
US3524288A (en) * 1969-06-23 1970-08-18 Gen Electric Complex,non-spherical structures
US3629982A (en) * 1970-07-15 1971-12-28 Us Air Force Portable foldable shelter
US3729876A (en) * 1966-03-28 1973-05-01 A Kolozsvary Structural component and structures comprising the same
US3755975A (en) * 1970-05-04 1973-09-04 J Herzer Pre-fabricated shell structure
US3766693A (en) * 1972-03-01 1973-10-23 S Richards Shelter structure
US3798852A (en) * 1971-12-27 1974-03-26 F Nicoll Building formed of precut, foldable site erected paper board panels
US3800485A (en) * 1971-07-01 1974-04-02 Panokraft Corp Ltd Building roof structure
US4074477A (en) * 1973-09-17 1978-02-21 Runyon John F Modular building structure
US4102092A (en) * 1977-04-15 1978-07-25 Ward Bruce K Venting device
US4214510A (en) * 1978-09-14 1980-07-29 Ward Bruce K Vent and baffle unit
EP0443408A1 (en) * 1990-02-20 1991-08-28 Charles Hoberman Reversibly expandable structures
US5159792A (en) * 1991-03-11 1992-11-03 Pomento Patrick G Roof truss building
US5379557A (en) * 1988-03-28 1995-01-10 Rodman W. Kotter Architectual panel system for geodesic-like structures
US5491309A (en) * 1988-03-28 1996-02-13 Quilite International Limited Liability Company Acoustical panel system
US20090288694A1 (en) * 2006-01-25 2009-11-26 Stephen Ostrowski Collapsible Shelter
US8739474B2 (en) * 2012-05-24 2014-06-03 Inteplast Group, Ltd. Portable shelter
USD774208S1 (en) * 2014-11-13 2016-12-13 Kt-Shelter Oy Shelter
US20200040599A1 (en) * 2018-08-03 2020-02-06 trac9, LLC Collapsible structure
USD939728S1 (en) * 2019-06-20 2021-12-28 VivaGrow Systems, Inc. Geodesic dome
USD955603S1 (en) * 2019-01-11 2022-06-21 Vivet Inc. Building

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US946706A (en) * 1908-10-02 1910-01-18 James P Richards Brooder-coop for chickens, &c.
US2505343A (en) * 1945-05-21 1950-04-25 John D Yeck Sheet metal building
US2835931A (en) * 1954-07-06 1958-05-27 Sterkin Albert Foldable shelter
US2896271A (en) * 1955-01-31 1959-07-28 Haskelite Mfg Corp Enclosures for refrigerated areas
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Cited By (32)

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US3374588A (en) * 1964-03-30 1968-03-26 Dow Chemical Co Modular, curved structure and method of assembly
US3407546A (en) * 1965-02-23 1968-10-29 Format Ind Corp Ltd Foldable shelter structure with zig-zag roof profile
US3427767A (en) * 1965-07-21 1969-02-18 Ernest R Schaefer Building structure
US3439459A (en) * 1965-11-27 1969-04-22 Wilhelm Johannes Silberkuhl Construction element
US3729876A (en) * 1966-03-28 1973-05-01 A Kolozsvary Structural component and structures comprising the same
US3445970A (en) * 1967-09-18 1969-05-27 Donal P Nelson Right triangular building components
US3524288A (en) * 1969-06-23 1970-08-18 Gen Electric Complex,non-spherical structures
US3755975A (en) * 1970-05-04 1973-09-04 J Herzer Pre-fabricated shell structure
US3629982A (en) * 1970-07-15 1971-12-28 Us Air Force Portable foldable shelter
US3800485A (en) * 1971-07-01 1974-04-02 Panokraft Corp Ltd Building roof structure
US3798852A (en) * 1971-12-27 1974-03-26 F Nicoll Building formed of precut, foldable site erected paper board panels
US3766693A (en) * 1972-03-01 1973-10-23 S Richards Shelter structure
US4074477A (en) * 1973-09-17 1978-02-21 Runyon John F Modular building structure
US4102092A (en) * 1977-04-15 1978-07-25 Ward Bruce K Venting device
US4214510A (en) * 1978-09-14 1980-07-29 Ward Bruce K Vent and baffle unit
US5641950A (en) * 1988-03-28 1997-06-24 Quilite International Limited Liability Company Acoustical panel system
US5379557A (en) * 1988-03-28 1995-01-10 Rodman W. Kotter Architectual panel system for geodesic-like structures
US5491309A (en) * 1988-03-28 1996-02-13 Quilite International Limited Liability Company Acoustical panel system
EP0443408A1 (en) * 1990-02-20 1991-08-28 Charles Hoberman Reversibly expandable structures
US5159792A (en) * 1991-03-11 1992-11-03 Pomento Patrick G Roof truss building
US20090288694A1 (en) * 2006-01-25 2009-11-26 Stephen Ostrowski Collapsible Shelter
US7874304B2 (en) * 2006-01-25 2011-01-25 Steve Ostrowski Collapsible shelter
US20110094554A1 (en) * 2006-01-25 2011-04-28 Steve Ostrowski Collapsible Shelter
US8739474B2 (en) * 2012-05-24 2014-06-03 Inteplast Group, Ltd. Portable shelter
USD774208S1 (en) * 2014-11-13 2016-12-13 Kt-Shelter Oy Shelter
US20200040599A1 (en) * 2018-08-03 2020-02-06 trac9, LLC Collapsible structure
US10934736B2 (en) * 2018-08-03 2021-03-02 trac9, LLC Collapsible structure
US11591819B2 (en) 2018-08-03 2023-02-28 trac9, LLC Collapsible structure
US20230243177A1 (en) * 2018-08-03 2023-08-03 trac9, LLC Collapsible structure
USD955603S1 (en) * 2019-01-11 2022-06-21 Vivet Inc. Building
USD939728S1 (en) * 2019-06-20 2021-12-28 VivaGrow Systems, Inc. Geodesic dome
US11549255B2 (en) 2019-06-20 2023-01-10 VivaGrow Systems, Inc. System using struts and hubs for an elongated geodesic dome with an arched-tunnel section

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