US3885368A - Prefabricated building structure - Google Patents

Prefabricated building structure Download PDF

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US3885368A
US3885368A US338876A US33887673A US3885368A US 3885368 A US3885368 A US 3885368A US 338876 A US338876 A US 338876A US 33887673 A US33887673 A US 33887673A US 3885368 A US3885368 A US 3885368A
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units
panels
modular
unit
gridwork
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US338876A
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Merrill A King
Daniel Bargas
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LEVINGSTON ARMADILLO Inc
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LEVINGSTON ARMADILLO Inc
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H6/00Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
    • 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
    • E04B1/348Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815Elements not integrated in a skeleton
    • E04B1/34853Elements not integrated in a skeleton the supporting structure being composed of two or more materials
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor

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  • ABSTRACT A prefabricated building structure is comprised of a series of upper and lower level modular units, the units in each level arranged in side-to-side, connected, mutually reinforcing relation to one another, and the upper level of units is superimposed on the lower level so that when assembled the units will cooperate in supporting a flight deck in offset relation to the assembled roof of the upper level.
  • the floor panel is vertically spaced from the lower edges of the side and end panels so as to define living quarters above the floor panel and a raceway for utilities beneath the floor panel; and when assembled.
  • preformed hallways through each unit establish a continuous hallway that passes through each series of upper and lower level modular units in a direction parallel to the length of the assembly but normal to the length of the individual units.
  • a laminated flight deck comprised of prefabricated sections is secured in offset relation to the roof of the assembled upper units and overhangs the units without the need of gusset-type supports while the lower edges of the lower level units are secured directly to a preassembled base gridwork whereby skid members between the units and the base gridwork are not needed.
  • the present invention relates generally to building structures and more particularly to novel and improved prefabricated modular building units which are transportable to the intended site and can be quickly and efficiently assembled into a multi-room structure such as for example, crew quarters for offshore drilling operations.
  • Modular building structures have attracted considerable attention because of their factory assemblage and the resultant savings in costs per structure.
  • One highly desirable feature of modular construction is in the assemblage of offshore building structures, such as of the type utilized as crew quarters for offshore drilling operations. Inasmuch as the modules must be transferred to the offshore location, simplicity of construction and assembly as well as Weight become critical factors in the prefabricated modular units.
  • the prefabricated building structure of the present invention is of simplified design and composed of upper level units and lower level units with self-contained hallways, the units in each level arranged in side-to-side connected, mutually reinforcing relation to one another, and the upper level units being superimposed on the lower level units so that when assembled the units will cooperate in supporting a flight deck and in forming a continuous hallway transversely through adjacent modular units on each level of the structure.
  • the modular units are primarily connected together by bonding with a suitable polyester resin and are also joined by secondary mechanical fasteners.
  • Guide means are provided on modular units to be based as lower level units whereby upper level units are guided and properly positioned as they are lowered into place on top of a lower level unit.
  • the flight deck overhangs the units but is of high strength construction so as to need no gusset-type supports.
  • Each modular unit is comprised of light-weight but durable and high strength panels and includes side wall panels, end wall panels, hall panels normal to the side wall panels defining a hallway therebetween, a top wall panel and a floor panel, the floor panel being spaced vertically from the lower edges of the side and end wall panels so as to define living quarters above the floor panel and a raceway for utilities beneath the floor panel of each modular unit.
  • Modular units in each level are connected with their side wall panels in flush abutting relationship so that they are mutually reinforcing and a rigid unitary assemblage of the units is effected which may be four to six stories tall.
  • Modular units in the upper level are super-imposed on modular units in a lower level and are positively connected with the side wall panels and end wall panels of the respective units in vertical alignment to further rigidify the building structure.
  • the side and end wall panels of the lower level units are anchored to a base gridwork which positively maintains and anchors the entire assemblage of modular units and with the floor panel vertically spaced from the lower edges of the side and end wall panels, no skids or other elevating supports are required between the base gridwork and the modular units.
  • FIG. 1 is a diagrammatic perspective view of a preferred form of the modular building structure of the present invention.
  • FIG. 2 is an enlarged top plan view of the modular building structure of FIG. 1;
  • FIG. 3 is a side elevation of the modular building structure of FIG. 1;
  • FIG. 4 is an enlarged diagrammatic exploded perspective view of the building structure of FIG. 1 with parts removed for clarity;
  • FIG. 5 is a further enlarged diagrammatic perspective view of a lower modular unit of the building structure of FIG. 1 with parts broken away for clarity;
  • FIG. 6 is an enlarged fragmentary section taken along line 66 of FIG. 2;
  • FIG. 7 is an enlarged fragmentary diagrammatic section taken along line 7-7 of FIG. 2;
  • FIG. 8 is a fragmentary section taken through a corner of a lower level modular unit showing lifting means for transporting the modular units.
  • FIGS. 1 through 4 there is shown an exemplary two-story, twelve module building structure 10 including an aircraft landing deck 12 on its top surface. While the prefabricated structure 10 could find numerous useful applications, with or without the aircraft landing deck 12, it will be appreciated from the detailed description hereinafter that the prefabricated structure is particularly well suited for use as offshore living quarters and the like.
  • the structure 10, shown in FIGS. 1 through 4 is seen to include six lower level modular units 14 and six upper level modular units 16 which in combination form an elongated assemblage of the units with the units extending transversely of the structure.
  • the lower level modular units 14 are disposed to be positively anchored to an iron I- beam base gridwork 18 to suitably unify the entire structure as will be explained in more detail hereinaftel.-
  • a lower level modular unit 14 is shown in FIG. 5 broadly including elongated spaced parallel side wall panels 20 and spaced parallel end wall panels 22 connecting the side wall panels at their longitudinal ends.
  • Inner wall or hall panels 24 are disposed intermediately of the end wall panels in adjacent spaced relation to one another and normal to and connecting the side wall panels so as to define a hallway 26 passing transversely through a center portion of the module.
  • a top panel 28 forms a ceiling for the unit 14, and a floor panel 30 interconnccts the side and end ⁇ i all panels so as to define with the. other outside panels, an oblong box-shaped housing structure.
  • the floor panel 30 is spaced from the lower edges 32 and 34 of the side and end wall panels, respectively, defining living quarters 36 above the floor panel and a raceway 38 for utilities and the like beneath the floor panel.
  • each modular unit 14 and 16 is clearly shown in FIGS. 6 and 7.
  • the side, end, top and floor panels of each modular unit are fabricated from a composition core 40 of honeycomb interspersed with laminated wood strips and a skin 42 of a fiberglass-resin combination so that each panel is of light weight but durable and high strength construction defining a substantially flat sheet which is easy to handle.
  • the honeycomb is preferably made of craft paper impregnated with phenolic resin to the extent of percent by weight.
  • the panels may be of the same composition as used and described in connection with the building structure disclosed in US. Pat. No. 3,636,667 which is of common ownership with the present application. Looking first at a lower modular unit 14, it will be seen in FIGS.
  • Support beams 52 and 54 are bonded and mechanically connected with screws 56 to the inwardly directed faces of the side and end panels 20 and 22 respectively at a fixed elevation from the lower edges 32 and 34 of the respective panels to establish a supporting flange on which the floor panel of the modular unit 14 is connected as by bonding with an adhesive medium. Additionally, lag screws 58 inserted through the side and end wall panels 20 and 22 respectively and into the edge of the floor panel 30 secure it in place.
  • the upper ends of the side and end wall panels have wood beams 60 and 62 respectively, stacked vertically on their widest sides, and the beams 60 and 62 are aligned with a single-layer wood beam frame 64 around the perimeter of the top panel 28, the single-layer frame 64 composed of a Single wood beam along each side of the top panel resting on its widest side/The top panel 28 is rigidly and positively secured to the side and end wall panels 20 and 22 respectively, with a bonding medium and mechanically fastened in a manner to be described later.
  • each modular unit 14 extend perpendicularly between the floor panel 30 and the top panel 28 and between the side wall panels 20.
  • Each side wall panel is provided with an opening 65 therethrough in alignment with the hallway 26 providing access to the structure 10 at the two sides thereof.
  • the hallways are automatically aligned so that a continuous hallway through the units is established.
  • an acoustical ceiling panel 67 for the hallway can be suspended from the inner panels 24 thereby lowering the ceiling level in the hallway relative to the ceiling panel level in the living quarters 36.
  • a ceiling panel not shown, could be suspended in the living quarters.
  • the lower modular units 14 are the same as the upper modular units 16 with like parts having been given like reference numerals except that the top panel 66 of the upper modular units 16 is thicker and has a double wood beam frame 68 composed of two wooden beams along each edge. the wooden beams resting on their short sides.
  • the additional thickness of the top panel 66 of each upper unit 16 gives the top panel 66 more strength than the top panel 28 of the lower modular units 14 whereby it will safely support'the aircraft landing deck 12 and consequently heavy traffic and supplies that may be stored on the deck 12.
  • the lower ends of the side and end wall panels of the upper level units only have two wood beams 44 and 46 respectively inasmuch as they do not support as much weight as the lower level units.
  • the lower level modular units 14 have a guide curb 70 affixed to the upper surface of the top panel 28, the function of which is to properly align and position the side and end panels 20 and 22 respectively of an upper level 16 when the upper level unit is lowered onto the lower level unit during assemblage of the structure and to maintain the alignment while assembled.
  • the guide curb 70' consists of peripherally disposed wooden beams 72 resting on their widest sides and having their outermost sides 74 beveled to properly guide the upper level unit 16 into position and correct for any misalignment.
  • the guide curb 70 is spaced from the outer edge of the top panel 28 a distance substantially equal to the thickness of the side and end wall panels 20 and 22 respectively, of an upper level unit and thereby also serves to hold the upper unit in vertical alignment with the lower unit after assemblage.
  • the Wooden beams 72 forming the guide curb 70 have an outer coating 76 ofa fiberglass material to protect the wood and also to establish a low friction surface on which the side and end panels of the upper unit will easily slide if slightly misaligned when being placed in position.
  • modular units on both the upper and lower levels have their adjacent side walls 20 in flush abutting relationship and are connected with a bonding medium applied to the interface together with mechanical fasteners 78 which are adapted to pass through the respective side walls and the associated Wooden support beams 54 beneath the floor panels 30 of each unit.
  • mechanical fasteners 78 which are adapted to pass through the respective side walls and the associated Wooden support beams 54 beneath the floor panels 30 of each unit.
  • Modular units in the upper level are superimposed on units in the lower level and are connected thereto with a bonding medium applied between the top panel 28 of a lower unit 14 and the lower edges 32 and 34 of the side and end panels 20 and 22 respectively of an upper unit 16.
  • the upper level units are also connected to the lower level units by mechanical fasteners 80 which are passed diagonally through the wood beams 44 and 46 along the lower ends of the side and end wall panels respectively of the upper unit, the wood beam frame 64 around the top panel 28 of the lower unit. and the wood beams 60 and 62 along the upper ends of the side and end wall panels respectively of the lower unit.
  • the top panel 66 of each upper unit in addition to being bonded to the associated side and end walls and 22 respcctively. is mechanically fastened with a fastener 82.
  • eye-bolt lifting hooks 84 are removably anchored in the top panels 28 and 66 of the lower and upper level modular units respectively at four spaced locations.
  • the lifting hooks are designed to cooperate with conventional cranes or other lifting equipment in establishing a four-point pick up so that the crane can quickly and easily place the modular units in position in the structure 10. Once positioned, the lifting hooks may be removed, especially from the upper level units so as not to interfere with the positioning of the landing deck on the units.
  • FIG. 8 illustrates the manner in which the lifting hooks are secured to the top panel 28 of a lower level unit 14 and it can there be seen that a sleeve 86 having internal threads is inserted through the top panel 28 of the unit and welded at its lowermost end 88 to an angle iron bracket connector 90 secured to the side wall 20 and the top panel 28 of the unit as by bonding and with screws 92.
  • the lifting hook is then simply screwed into the internally threaded sleeve 86 when it is desired to lift the modular unit and screwed out of the sleeve if necessary.
  • the aircraft landing deck 12 it can be seen in FIG. 4 to be comprised of a plurality of elongated adjacent sections 94 connected together edge-toedge in the disclosed form to form an octagonal landing surface in offset and overhanging relationship with the underlying structure. It will be appreciated, however, that the landing deck could be positioned in a variety of locations on the building structure due to its high strength and overhanging capabilities to be explained in more detail hereinafter.
  • a screen fence 96 such as the type disclosed in detail in U.S. Pat. No. 3,636,667, which is of a common ownership with the present application, is affixed in a conventional manner along the outer perimeter of the landing deck 12.
  • Each section of the landing deck 12, as shown in FIGS. 6 and 7, extends parallel to the length of the un derlying modular units and includes a double layer core of honeycomb-wood reinforced panels 98 of the type used to form the wall panels of each modular unit. Additionally, double outer layers of plywood panels 100 and 102 are laminated on the upper and lower surfaces respectively of the sections 94 after they have been interconnected. The honeycomb-wood reinforced panels 98 are separated by an inner plywood layer 104. The peripheral edges of each section 94 are provided with large wooden reinforcing beams 105. The beams 105 extend the entire depth of the two core panels 98 of honeycomb reinforced material.
  • a third smaller extension wooden beam 106 is secured either along the top or the bottom to the outer face of the outermost beam 105 so that on adjacent sections, the third wooden beams 106 are in vertical overlapping alignment when the adjacent sections are moved into abutting edge-to-edge relationship.
  • a mechanical fastener 108 is passed diagonally through the joint between each section 94 so as to be embedded in the large and small wooden beams and 106 respectively of each of the adjacent sections to provide a panel splice joint in positively connecting the sections in the landing deck.
  • the aircraft landing deck 12 Due to the thickness and strength of the aircraft landing deck 12, which is approximately four times as thick the top panel 66 of the upper level modular units. it can overhang the side and end walls of the modular units up to ten to fourteen feet without the need of supporting gussets or the like along the underside of the overhang.
  • the only means needed to secure the landing deck 1.2 to the underlying assemblage of modular units is a coating 110 of adhesive bonding material between the top panels of the upper level modular units and the undersurface of the landing deck. It will be appreciated that the landing deck would be well suited for use on various landing structures and is not limited in use to the particular building structure described herein.
  • the sections 94 are prefabricated and transfered to the building site where they are assembled and fastened together while being bonded to the top panels of the upper level modular units in offset and overhanging relationship with the building structure.
  • a stairway 12 is erected along the side panels 20 of the modular units on one or both ends of the structure and extends between the openings 65 in the associated side panels and also up to the top of the building structure.
  • the plywood panels 102 on the bottom of the flight deck may be extendedl over the end-most upper level modular unit to establish a suitable walkway from the stairway to the landing deck.
  • a similar stairway, not shown, could be erected within a pair of vertically aligned modular units providing passage between the hallways in the upper and lower levels of the structure.
  • a thin protective layer or skin 112 of a fiberglasspolyester resin composition or other similar material is sprayed or otherwise applied in bonded relation to the outer surface of the assembled structure along each joint so as to cover each joint between adjacent modular units as well as between the upper modular units and the landing deck.
  • the structure is reliably protected from the environment, particularly the salt water/salt spray atmosphere or environment which would be present if the structure was used at an offshore drilling site.
  • a typical modular unit found to be of convenient size, shape and weight for both transportation and use is approximately fortythree feet long, eleven feet wide, and ten feet high.
  • the top panel of the upper level units is approximately four and one-half inches thick and the top panel of the lower level units two inches thick.
  • the height of the living quarters in each unit is approximately eight feet-ten inches and the landing deck approximately one foot thick and overhanging the end wall panels of the underlying units about ten to fourteen feet so as to be approximately sixty-three to seventy-one feet from side-to-side.
  • a prefabricated modular building structure 10 which can be easily and quickly assembled at a remote location.
  • the modular units in the structure are disposed and positively secured in abutting relationship forming a desirable unified monolithic structure with hallways extending transversely through each modular unit and automatically forming a continuous hallway through each level of the structure.
  • This system alleviates the previously tedious and difficult task of appropriately spacing adjacent modules during assemblage to establish hallways between modules since the hallways are preformed and the length of each unit extends the entire width of the structure.
  • the thickness of the joint is double that of a wall panel of a single unit so that a plurality of reinforced supports are established enabling the construction of four to six story structures.
  • openings can be cut in the side wall panels of the units beneath the floor level so that the utility lines can be passed between units on one level.
  • the utilities on one level could be connected to the utilities on the other level by passing connecting lines through the floor panel, a portion of the living quarters and the top panel in a selected modular unit on the lower level.
  • top and floor panels of the modular units serve as spreaders for each unit whereby the units are structurally sound for shipping purposes; also, due to the fact that the side and end walls extend downwardly beyond the floor panel, skids or other elevating supports are not required to elevate the floor panel of the module from the supporting base gridwork. Further, due to high strength design of the aircraft landing deck, no gusset-type supports are required and the landing deck is bonded directly to the upper surface of the upper level units.
  • the lower level modu lar units 14 are positioned on the base gridwork 18 in side-by-side abutting relationship and fastened together by bonding and with mechanical fasteners as previously described.
  • the lower edges 32 and 34 of the side and end walls respectively of the lower level modular units are anchored to the I-beam base gridwork with mechanical fasteners so that the lower level units are positively tied together and anchored to the base.
  • the upper level units 16 are positioned in vertical alignment with the lower level units 14 and are guided into place by the guide curb 70 around the perimeter of the top panel 28 of the lower level units.
  • each of the upper level units When each of the upper level units has been positioned in abutting sideby-side relationship, they are bonded and mechanically fastened as were the lower level units through the side and end walls as described hereinbefore and the landing deck 12 is assembled by uniting the various sections 94 of the deck into the desired configuration as previously described while bonding the entire deck to the upper surface of the top panels of the upper level units.
  • An offshore prefabricated building structure comprising:
  • each modular unit containing spaced elongated side panels, spaced end panels. spaced inner panels substantially normal to said side panels and defining a hallway therebetween, a top panel interconnecting said side and end panels;
  • a floor panel interconnecting the side and end panels, said floor panel being vertically spaced from the lower edges of said side and end panels so as to define living quarters above the floor panel and a raceway for utilities below the floor panel.
  • said lower and upper modular units being assembled in side-by-side relation with the side walls of adjoining said units being positively connected in flush relationship to establish a plurality of vertical reinforced supports, said upper and lower units extending transversely across the full width of said base gridwork to form an elongated assemblage of transversely extending modular units along the full length of said structure, said hallways in the upper units and in the lower units opening through the side panels and being aligned with the hallway in an adjacent unit so that a continuous hallway through the units on each level of the structure is established; and
  • each said lower modular unit having guide means on the upper surface of its top panel for aligning and positioning each upper unit upon the top panel of a lower unit, said guide means comprising a raised curb extending peripherally around the upper surface of a lower unit and including a beveled surface for guiding the end and side panels of each upper unit into alignment with the end and side panels of each unit, and fastening means co-operating with said guide curbs to secure said upper units in coextensive aligned relation to said lower units.
  • a flight deck secured to the top panels of the upper units, said flight deck comprising a plurality of elongated flat laminated surfaces each secured to the top of a respective said upper unit and having a portion thereof freely overhanging the end wall of the said upper unit to which it is attached, and fastening means for securing said flat surfaces in edge-to-edge relationship along the length of the elongated assemblage of said modular units, said sections extending parallel to the underlying modular units.
  • said flight deck comprising a flat laminated surface secured to the top panels of upper units and freely overhanging the end walls of the units.
  • said flight deck consisting of inner layers of honeycomb with strips of wood integrated therewith and outer layers ofwood panels with a covering of a fiberglass-resin combination.
  • said flight deck comprised of a plurality of elongated flat sections, and fastening means for securing said flat sections in edge-to-edge relationship, said sections extending parallel to the underlying modular units.
  • An offshore prefabricated building structure comprising:
  • a plurality of elongated self-supporting modular units arranged with a plurality of upper units superimposed on and coextensive with an equal number of lower units, said upper and lower modular units assembled in superimposed relation to one another with the units on each level in side-by-side abutting relation and extending transversely of the length of said base gridwork, and said lower modular units anchored directly to said base gridwork;
  • each modular unit having elongated spaced side panels extending the entire width of said base gridwork, spaced end panels normal to said side panels, spaced inner panels normal to said side panels and defining a hallway therebetween passing transversely through and intermediately of said upper and lower modular units in a direction parallel to the length of said base gridwork, said hallway in each upper unit and in each lower unit opening through the side panels of the associated units and establishing continuous hallways through the upper units and through the lower units, each of said panels being composed of a laminated honeycomb structure mounted within a perimeter frame;
  • top panel interconnecting the side and end panels of said modular units and a floor panel intercon meeting the side and end panels of each modular unit and being vertically spaced from the lower edges of the side and end panels so as to define living quarters above the floor panel and a raceway for utilities below the floor panel, support beams spaced from the lower edges of the side and end panels and affixed to said side and end panels to support the floor panel.
  • each modular unit being flush with the side wall of an adjacent unit, and attachment means for attaching the flush walls whereby the lower units will be unified and the upper units will be unified in establishing reinforced vertical] supports for the structure, a guide curb extending upwardly and spaced inwardly from the outer peripheral edge of the top panel of each lower unit to position the side and end panels of the upper units on the lower units, and attachment means cooperating with said guide curbs for securing said upper units in superimposed relation to said lower units; and
  • flight deck comprising a plurality of laminated sections, a wooden frame around the perimeter of each section, said wooden frame including an extension portion such that when adjacent sections are moved into edge-to-edge relationship the extension portions of the adjacent sections will overlap, mechanical fastening means connecting adjacent sections through said extension portions along the substantial length of the assemblage of said modular units, said adjacent sections extending parallel to each of said modular units, l

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Abstract

A prefabricated building structure is comprised of a series of upper and lower level modular units, the units in each level arranged in side-to-side, connected, mutually reinforcing relation to one another, and the upper level of units is superimposed on the lower level so that when assembled the units will cooperate in supporting a flight deck in offset relation to the assembled roof of the upper level. In each unit, the floor panel is vertically spaced from the lower edges of the side and end panels so as to define living quarters above the floor panel and a raceway for utilities beneath the floor panel; and when assembled, preformed hallways through each unit establish a continuous hallway that passes through each series of upper and lower level modular units in a direction parallel to the length of the assembly but normal to the length of the individual units. A laminated flight deck comprised of prefabricated sections is secured in offset relation to the roof of the assembled upper units and overhangs the units without the need of gusset-type supports while the lower edges of the lower level units are secured directly to a preassembled base gridwork whereby skid members between the units and the base gridwork are not needed.

Description

United States Patent [191 King et al.
1451 May 27, 1975 1 PREFABRICATED BUILDING STRUCTURE [75] Inventors: Merrill A. King, Arvada; Daniel Bargas, Lakewood, both of C010.
[73] Assignee: Levingston-Armadillo, lnc., Arvada,
22 Filed: Mar. 7, 1973 21 Appl. No: 338,876
Primary Examiner-Frank L. Abbott qssistant ExaminerCarl D. Friedman 57] ABSTRACT A prefabricated building structure is comprised of a series of upper and lower level modular units, the units in each level arranged in side-to-side, connected, mutually reinforcing relation to one another, and the upper level of units is superimposed on the lower level so that when assembled the units will cooperate in supporting a flight deck in offset relation to the assembled roof of the upper level. In each unit, the floor panel is vertically spaced from the lower edges of the side and end panels so as to define living quarters above the floor panel and a raceway for utilities beneath the floor panel; and when assembled. preformed hallways through each unit establish a continuous hallway that passes through each series of upper and lower level modular units in a direction parallel to the length of the assembly but normal to the length of the individual units. A laminated flight deck comprised of prefabricated sections is secured in offset relation to the roof of the assembled upper units and overhangs the units without the need of gusset-type supports while the lower edges of the lower level units are secured directly to a preassembled base gridwork whereby skid members between the units and the base gridwork are not needed.
6 Claims, 8 Drawing Figures SHEET OBUF 4 PATENTEUMAY 27 I975 PREFABRICATED BUILDING STRUCTURE The present invention relates generally to building structures and more particularly to novel and improved prefabricated modular building units which are transportable to the intended site and can be quickly and efficiently assembled into a multi-room structure such as for example, crew quarters for offshore drilling operations.
Modular building structures have attracted considerable attention because of their factory assemblage and the resultant savings in costs per structure. One highly desirable feature of modular construction is in the assemblage of offshore building structures, such as of the type utilized as crew quarters for offshore drilling operations. Inasmuch as the modules must be transferred to the offshore location, simplicity of construction and assembly as well as Weight become critical factors in the prefabricated modular units.
The prefabricated building structure of the present invention is of simplified design and composed of upper level units and lower level units with self-contained hallways, the units in each level arranged in side-to-side connected, mutually reinforcing relation to one another, and the upper level units being superimposed on the lower level units so that when assembled the units will cooperate in supporting a flight deck and in forming a continuous hallway transversely through adjacent modular units on each level of the structure. The modular units are primarily connected together by bonding with a suitable polyester resin and are also joined by secondary mechanical fasteners. Guide means are provided on modular units to be based as lower level units whereby upper level units are guided and properly positioned as they are lowered into place on top of a lower level unit. The flight deck overhangs the units but is of high strength construction so as to need no gusset-type supports.
Each modular unit is comprised of light-weight but durable and high strength panels and includes side wall panels, end wall panels, hall panels normal to the side wall panels defining a hallway therebetween, a top wall panel and a floor panel, the floor panel being spaced vertically from the lower edges of the side and end wall panels so as to define living quarters above the floor panel and a raceway for utilities beneath the floor panel of each modular unit. Modular units in each level are connected with their side wall panels in flush abutting relationship so that they are mutually reinforcing and a rigid unitary assemblage of the units is effected which may be four to six stories tall. Modular units in the upper level are super-imposed on modular units in a lower level and are positively connected with the side wall panels and end wall panels of the respective units in vertical alignment to further rigidify the building structure. The side and end wall panels of the lower level units are anchored to a base gridwork which positively maintains and anchors the entire assemblage of modular units and with the floor panel vertically spaced from the lower edges of the side and end wall panels, no skids or other elevating supports are required between the base gridwork and the modular units.
Accordingly, it is an object of the present invention to provide a modular building structure having modular units with self-contained hallways such that a continu ous hallway is established through adjacent units when assembled.
It is another object of the present invention to provide a modular building structure having modular units including guide means for assisting alignment of superimposed units whereby the units can be quickly and easily stacked in desired position during assemblage.
It is another object of the present invention to provide a modular building structure having modular units with a floor panel vertically spaced from the lower edges of the units thereby defining upper living quarters and a lower raceway in which utilities for the modular units may be placed so that skids for spacing the units from a base gridwork are not necessary.
It is still another object of the present invention to provide a modular building structure which can be quickly and easily assembled at a remote location and including an overhanging flight deck which can be easily secured to the top surface of the structure without the use of gusset-type supports.
Other objects, advantages and capabilities of the present invention will become more apparent as the description proceeds taken in conjunction with the accompanying drawings, in which:
FIG. 1 is a diagrammatic perspective view of a preferred form of the modular building structure of the present invention.
FIG. 2 is an enlarged top plan view of the modular building structure of FIG. 1;
FIG. 3 is a side elevation of the modular building structure of FIG. 1;
FIG. 4 is an enlarged diagrammatic exploded perspective view of the building structure of FIG. 1 with parts removed for clarity;
FIG. 5 is a further enlarged diagrammatic perspective view of a lower modular unit of the building structure of FIG. 1 with parts broken away for clarity;
FIG. 6 is an enlarged fragmentary section taken along line 66 of FIG. 2;
FIG. 7 is an enlarged fragmentary diagrammatic section taken along line 7-7 of FIG. 2; and
FIG. 8 is a fragmentary section taken through a corner of a lower level modular unit showing lifting means for transporting the modular units.
Referring to the drawings in FIGS. 1 through 4, there is shown an exemplary two-story, twelve module building structure 10 including an aircraft landing deck 12 on its top surface. While the prefabricated structure 10 could find numerous useful applications, with or without the aircraft landing deck 12, it will be appreciated from the detailed description hereinafter that the prefabricated structure is particularly well suited for use as offshore living quarters and the like. The structure 10, shown in FIGS. 1 through 4, is seen to include six lower level modular units 14 and six upper level modular units 16 which in combination form an elongated assemblage of the units with the units extending transversely of the structure. The lower level modular units 14 are disposed to be positively anchored to an iron I- beam base gridwork 18 to suitably unify the entire structure as will be explained in more detail hereinaftel.-
A lower level modular unit 14 is shown in FIG. 5 broadly including elongated spaced parallel side wall panels 20 and spaced parallel end wall panels 22 connecting the side wall panels at their longitudinal ends. Inner wall or hall panels 24 are disposed intermediately of the end wall panels in adjacent spaced relation to one another and normal to and connecting the side wall panels so as to define a hallway 26 passing transversely through a center portion of the module. A top panel 28 forms a ceiling for the unit 14, and a floor panel 30 interconnccts the side and end \i all panels so as to define with the. other outside panels, an oblong box-shaped housing structure. The floor panel 30 is spaced from the lower edges 32 and 34 of the side and end wall panels, respectively, defining living quarters 36 above the floor panel and a raceway 38 for utilities and the like beneath the floor panel.
More particularly, the construction and interconnection of the modular units 14 and 16 is clearly shown in FIGS. 6 and 7. The side, end, top and floor panels of each modular unit are fabricated from a composition core 40 of honeycomb interspersed with laminated wood strips and a skin 42 of a fiberglass-resin combination so that each panel is of light weight but durable and high strength construction defining a substantially flat sheet which is easy to handle. The honeycomb is preferably made of craft paper impregnated with phenolic resin to the extent of percent by weight. The panels may be of the same composition as used and described in connection with the building structure disclosed in US. Pat. No. 3,636,667 which is of common ownership with the present application. Looking first at a lower modular unit 14, it will be seen in FIGS. 6 and 7 that the lower ends of the side and end wall panels and 22 respectively have three wooden beams 44 and 46 respectively stacked vertically on their widest sides. The wooden beams 44 and 46 extend along the entire length and width respectively of the modules. The stacked beams 44 and 46 rest directly on the l-beam base gridwork 18 and are bonded thereto. The stacked beams are also connected to the gridwork by mechanical fasteners 48 passing upwardly through the flanges 50 of the I-beams into the stacked beams of both the side and end panels to positively anchor the modules to the base gridwork.
Support beams 52 and 54 are bonded and mechanically connected with screws 56 to the inwardly directed faces of the side and end panels 20 and 22 respectively at a fixed elevation from the lower edges 32 and 34 of the respective panels to establish a supporting flange on which the floor panel of the modular unit 14 is connected as by bonding with an adhesive medium. Additionally, lag screws 58 inserted through the side and end wall panels 20 and 22 respectively and into the edge of the floor panel 30 secure it in place.
The upper ends of the side and end wall panels have wood beams 60 and 62 respectively, stacked vertically on their widest sides, and the beams 60 and 62 are aligned with a single-layer wood beam frame 64 around the perimeter of the top panel 28, the single-layer frame 64 composed of a Single wood beam along each side of the top panel resting on its widest side/The top panel 28 is rigidly and positively secured to the side and end wall panels 20 and 22 respectively, with a bonding medium and mechanically fastened in a manner to be described later.
The inner panels 24 forming the hallway 26 of each modular unit 14 extend perpendicularly between the floor panel 30 and the top panel 28 and between the side wall panels 20. Each side wall panel is provided with an opening 65 therethrough in alignment with the hallway 26 providing access to the structure 10 at the two sides thereof. Also, when modular units on one level are connected, the hallways are automatically aligned so that a continuous hallway through the units is established. When desirable, an acoustical ceiling panel 67 for the hallway can be suspended from the inner panels 24 thereby lowering the ceiling level in the hallway relative to the ceiling panel level in the living quarters 36. Similarly, a ceiling panel, not shown, could be suspended in the living quarters.
To the extent thus far described, the lower modular units 14 are the same as the upper modular units 16 with like parts having been given like reference numerals except that the top panel 66 of the upper modular units 16 is thicker and has a double wood beam frame 68 composed of two wooden beams along each edge. the wooden beams resting on their short sides. The additional thickness of the top panel 66 of each upper unit 16 gives the top panel 66 more strength than the top panel 28 of the lower modular units 14 whereby it will safely support'the aircraft landing deck 12 and consequently heavy traffic and supplies that may be stored on the deck 12. Additionally, the lower ends of the side and end wall panels of the upper level units only have two wood beams 44 and 46 respectively inasmuch as they do not support as much weight as the lower level units.
The lower level modular units 14 have a guide curb 70 affixed to the upper surface of the top panel 28, the function of which is to properly align and position the side and end panels 20 and 22 respectively of an upper level 16 when the upper level unit is lowered onto the lower level unit during assemblage of the structure and to maintain the alignment while assembled. The guide curb 70' consists of peripherally disposed wooden beams 72 resting on their widest sides and having their outermost sides 74 beveled to properly guide the upper level unit 16 into position and correct for any misalignment. The guide curb 70 is spaced from the outer edge of the top panel 28 a distance substantially equal to the thickness of the side and end wall panels 20 and 22 respectively, of an upper level unit and thereby also serves to hold the upper unit in vertical alignment with the lower unit after assemblage. It can be seen in FIG. 7 that the Wooden beams 72 forming the guide curb 70 have an outer coating 76 ofa fiberglass material to protect the wood and also to establish a low friction surface on which the side and end panels of the upper unit will easily slide if slightly misaligned when being placed in position.
With particular reference to FIG. 7, modular units on both the upper and lower levels have their adjacent side walls 20 in flush abutting relationship and are connected with a bonding medium applied to the interface together with mechanical fasteners 78 which are adapted to pass through the respective side walls and the associated Wooden support beams 54 beneath the floor panels 30 of each unit. In this manner, adjacent units on each level of the building structure are positivelyconnected together into a unitary assemblage.
Modular units in the upper level are superimposed on units in the lower level and are connected thereto with a bonding medium applied between the top panel 28 of a lower unit 14 and the lower edges 32 and 34 of the side and end panels 20 and 22 respectively of an upper unit 16. The upper level units are also connected to the lower level units by mechanical fasteners 80 which are passed diagonally through the wood beams 44 and 46 along the lower ends of the side and end wall panels respectively of the upper unit, the wood beam frame 64 around the top panel 28 of the lower unit. and the wood beams 60 and 62 along the upper ends of the side and end wall panels respectively of the lower unit. The top panel 66 of each upper unit in addition to being bonded to the associated side and end walls and 22 respcctively. is mechanically fastened with a fastener 82.
To facilitate lifting of the modular units 14 and 16 into proper position, eye-bolt lifting hooks 84 are removably anchored in the top panels 28 and 66 of the lower and upper level modular units respectively at four spaced locations. The lifting hooks are designed to cooperate with conventional cranes or other lifting equipment in establishing a four-point pick up so that the crane can quickly and easily place the modular units in position in the structure 10. Once positioned, the lifting hooks may be removed, especially from the upper level units so as not to interfere with the positioning of the landing deck on the units.
FIG. 8 illustrates the manner in which the lifting hooks are secured to the top panel 28 of a lower level unit 14 and it can there be seen that a sleeve 86 having internal threads is inserted through the top panel 28 of the unit and welded at its lowermost end 88 to an angle iron bracket connector 90 secured to the side wall 20 and the top panel 28 of the unit as by bonding and with screws 92. The lifting hook is then simply screwed into the internally threaded sleeve 86 when it is desired to lift the modular unit and screwed out of the sleeve if necessary.
Looking now at the aircraft landing deck 12, it can be seen in FIG. 4 to be comprised of a plurality of elongated adjacent sections 94 connected together edge-toedge in the disclosed form to form an octagonal landing surface in offset and overhanging relationship with the underlying structure. It will be appreciated, however, that the landing deck could be positioned in a variety of locations on the building structure due to its high strength and overhanging capabilities to be explained in more detail hereinafter. For safety purposes, a screen fence 96, such as the type disclosed in detail in U.S. Pat. No. 3,636,667, which is of a common ownership with the present application, is affixed in a conventional manner along the outer perimeter of the landing deck 12.
Each section of the landing deck 12, as shown in FIGS. 6 and 7, extends parallel to the length of the un derlying modular units and includes a double layer core of honeycomb-wood reinforced panels 98 of the type used to form the wall panels of each modular unit. Additionally, double outer layers of plywood panels 100 and 102 are laminated on the upper and lower surfaces respectively of the sections 94 after they have been interconnected. The honeycomb-wood reinforced panels 98 are separated by an inner plywood layer 104. The peripheral edges of each section 94 are provided with large wooden reinforcing beams 105. The beams 105 extend the entire depth of the two core panels 98 of honeycomb reinforced material. Along the edges of the sections 94 which abut an edge of an adjacent panel, a third smaller extension wooden beam 106, one-half the depth or thickness of the large beams 105, is secured either along the top or the bottom to the outer face of the outermost beam 105 so that on adjacent sections, the third wooden beams 106 are in vertical overlapping alignment when the adjacent sections are moved into abutting edge-to-edge relationship. A mechanical fastener 108 is passed diagonally through the joint between each section 94 so as to be embedded in the large and small wooden beams and 106 respectively of each of the adjacent sections to provide a panel splice joint in positively connecting the sections in the landing deck. Due to the thickness and strength of the aircraft landing deck 12, which is approximately four times as thick the top panel 66 of the upper level modular units. it can overhang the side and end walls of the modular units up to ten to fourteen feet without the need of supporting gussets or the like along the underside of the overhang. The only means needed to secure the landing deck 1.2 to the underlying assemblage of modular units is a coating 110 of adhesive bonding material between the top panels of the upper level modular units and the undersurface of the landing deck. It will be appreciated that the landing deck would be well suited for use on various landing structures and is not limited in use to the particular building structure described herein. The sections 94 are prefabricated and transfered to the building site where they are assembled and fastened together while being bonded to the top panels of the upper level modular units in offset and overhanging relationship with the building structure.
A stairway 12 is erected along the side panels 20 of the modular units on one or both ends of the structure and extends between the openings 65 in the associated side panels and also up to the top of the building structure. The plywood panels 102 on the bottom of the flight deck may be extendedl over the end-most upper level modular unit to establish a suitable walkway from the stairway to the landing deck. A similar stairway, not shown, could be erected within a pair of vertically aligned modular units providing passage between the hallways in the upper and lower levels of the structure.
After the modular units 14 and 16 are assembled and united as previously described with the landing deck 12 bonded to the top surface 66 of the upper level units, a thin protective layer or skin 112 of a fiberglasspolyester resin composition or other similar material is sprayed or otherwise applied in bonded relation to the outer surface of the assembled structure along each joint so as to cover each joint between adjacent modular units as well as between the upper modular units and the landing deck. In this manner, the structure is reliably protected from the environment, particularly the salt water/salt spray atmosphere or environment which would be present if the structure was used at an offshore drilling site.
By way of illustration and not limitation, a typical modular unit found to be of convenient size, shape and weight for both transportation and use is approximately fortythree feet long, eleven feet wide, and ten feet high. The top panel of the upper level units is approximately four and one-half inches thick and the top panel of the lower level units two inches thick. The height of the living quarters in each unit is approximately eight feet-ten inches and the landing deck approximately one foot thick and overhanging the end wall panels of the underlying units about ten to fourteen feet so as to be approximately sixty-three to seventy-one feet from side-to-side.
It will, therefore, be appreciated that a prefabricated modular building structure 10 has been described which can be easily and quickly assembled at a remote location. When assembled, the modular units in the structure are disposed and positively secured in abutting relationship forming a desirable unified monolithic structure with hallways extending transversely through each modular unit and automatically forming a continuous hallway through each level of the structure. This system alleviates the previously tedious and difficult task of appropriately spacing adjacent modules during assemblage to establish hallways between modules since the hallways are preformed and the length of each unit extends the entire width of the structure. In this manner, there are a minimum number of joints in the structure so as to obtain maximum strength, and where side-by-side units are joined, the thickness of the joint is double that of a wall panel of a single unit so that a plurality of reinforced supports are established enabling the construction of four to six story structures. When desired, openings can be cut in the side wall panels of the units beneath the floor level so that the utility lines can be passed between units on one level. Additionally, the utilities on one level could be connected to the utilities on the other level by passing connecting lines through the floor panel, a portion of the living quarters and the top panel in a selected modular unit on the lower level. It is also important to note that the top and floor panels of the modular units serve as spreaders for each unit whereby the units are structurally sound for shipping purposes; also, due to the fact that the side and end walls extend downwardly beyond the floor panel, skids or other elevating supports are not required to elevate the floor panel of the module from the supporting base gridwork. Further, due to high strength design of the aircraft landing deck, no gusset-type supports are required and the landing deck is bonded directly to the upper surface of the upper level units.
Accordingly, to assemble the modular building structure 10 of the present invention, the lower level modu lar units 14 are positioned on the base gridwork 18 in side-by-side abutting relationship and fastened together by bonding and with mechanical fasteners as previously described. The lower edges 32 and 34 of the side and end walls respectively of the lower level modular units are anchored to the I-beam base gridwork with mechanical fasteners so that the lower level units are positively tied together and anchored to the base. Next, the upper level units 16 are positioned in vertical alignment with the lower level units 14 and are guided into place by the guide curb 70 around the perimeter of the top panel 28 of the lower level units. When each of the upper level units has been positioned in abutting sideby-side relationship, they are bonded and mechanically fastened as were the lower level units through the side and end walls as described hereinbefore and the landing deck 12 is assembled by uniting the various sections 94 of the deck into the desired configuration as previously described while bonding the entire deck to the upper surface of the top panels of the upper level units.
Although the present invention has been described with a certain degree of particularity, it is understood that the present disclosure has been made by way of example and that changes in details of structure may be made without departing from the spirit thereof.
What is claimed is:
1. An offshore prefabricated building structure comprising:
a preassembled elongated rectangular base gridwork;
a plurality of modular units arranged with a plurality of upper units superimposed on and coextensive with an equal number of lower units, said lower modular units anchored directly to said base gridwork;
each modular unit containing spaced elongated side panels, spaced end panels. spaced inner panels substantially normal to said side panels and defining a hallway therebetween, a top panel interconnecting said side and end panels;
a floor panel interconnecting the side and end panels, said floor panel being vertically spaced from the lower edges of said side and end panels so as to define living quarters above the floor panel and a raceway for utilities below the floor panel. said lower and upper modular units being assembled in side-by-side relation with the side walls of adjoining said units being positively connected in flush relationship to establish a plurality of vertical reinforced supports, said upper and lower units extending transversely across the full width of said base gridwork to form an elongated assemblage of transversely extending modular units along the full length of said structure, said hallways in the upper units and in the lower units opening through the side panels and being aligned with the hallway in an adjacent unit so that a continuous hallway through the units on each level of the structure is established; and
each said lower modular unit having guide means on the upper surface of its top panel for aligning and positioning each upper unit upon the top panel of a lower unit, said guide means comprising a raised curb extending peripherally around the upper surface of a lower unit and including a beveled surface for guiding the end and side panels of each upper unit into alignment with the end and side panels of each unit, and fastening means co-operating with said guide curbs to secure said upper units in coextensive aligned relation to said lower units.
2. In the prefabricated building structure of claim 1, further including a flight deck secured to the top panels of the upper units, said flight deck comprising a plurality of elongated flat laminated surfaces each secured to the top of a respective said upper unit and having a portion thereof freely overhanging the end wall of the said upper unit to which it is attached, and fastening means for securing said flat surfaces in edge-to-edge relationship along the length of the elongated assemblage of said modular units, said sections extending parallel to the underlying modular units.
3. In the prefabricated building structure of claim 1, said flight deck comprising a flat laminated surface secured to the top panels of upper units and freely overhanging the end walls of the units.
4. In the prefabricated building strucuture of claim 1, said flight deck consisting of inner layers of honeycomb with strips of wood integrated therewith and outer layers ofwood panels with a covering of a fiberglass-resin combination.
5. In the prefabricated building structure of claim 1, said flight deck comprised of a plurality of elongated flat sections, and fastening means for securing said flat sections in edge-to-edge relationship, said sections extending parallel to the underlying modular units.
6. An offshore prefabricated building structure comprising:
an elongated generally rectangular preassembled base gridwork;
a plurality of elongated self-supporting modular units arranged with a plurality of upper units superimposed on and coextensive with an equal number of lower units, said upper and lower modular units assembled in superimposed relation to one another with the units on each level in side-by-side abutting relation and extending transversely of the length of said base gridwork, and said lower modular units anchored directly to said base gridwork;
each modular unit having elongated spaced side panels extending the entire width of said base gridwork, spaced end panels normal to said side panels, spaced inner panels normal to said side panels and defining a hallway therebetween passing transversely through and intermediately of said upper and lower modular units in a direction parallel to the length of said base gridwork, said hallway in each upper unit and in each lower unit opening through the side panels of the associated units and establishing continuous hallways through the upper units and through the lower units, each of said panels being composed of a laminated honeycomb structure mounted within a perimeter frame;
top panel interconnecting the side and end panels of said modular units and a floor panel intercon meeting the side and end panels of each modular unit and being vertically spaced from the lower edges of the side and end panels so as to define living quarters above the floor panel and a raceway for utilities below the floor panel, support beams spaced from the lower edges of the side and end panels and affixed to said side and end panels to support the floor panel. at least one side wall of each modular unit being flush with the side wall of an adjacent unit, and attachment means for attaching the flush walls whereby the lower units will be unified and the upper units will be unified in establishing reinforced vertical] supports for the structure, a guide curb extending upwardly and spaced inwardly from the outer peripheral edge of the top panel of each lower unit to position the side and end panels of the upper units on the lower units, and attachment means cooperating with said guide curbs for securing said upper units in superimposed relation to said lower units; and
flight deck, said flight deck comprising a plurality of laminated sections, a wooden frame around the perimeter of each section, said wooden frame including an extension portion such that when adjacent sections are moved into edge-to-edge relationship the extension portions of the adjacent sections will overlap, mechanical fastening means connecting adjacent sections through said extension portions along the substantial length of the assemblage of said modular units, said adjacent sections extending parallel to each of said modular units, l

Claims (6)

1. An offshore prefabricated building structure comprising: a preassembled elongated rectangular base gridwork; a plurality of modular units arranged with a plurality of upper units superimposed on and coextensive with an equal number of lower units, said lower modular units anchored directly to said base gridwork; each modular unit containing spaced elongated side panels, spaced end panels, spaced inner panels substantially normal to said side panels and defining a hallway therebetween, a top panel interconnecting said side and end panels; a floor panel interconnecting the side and end panels, said floor panel being vertically spaced from the lower edges of said side and end panels so as to define living quarters above the floor panel and a raceway for utilities below the floor panel, said lower and upper modular units being assembled in side-by-side relation with the side walls of adjoining said units being positively connected in flush relationship to establish a plurality of vertical reinforced supports, said upper and lower units extending transversely across the full width of said base gridwork to form an elongated assemblage of transversely extending modular units along the full length of said structure, said hallways in the upper units and in the lower units opening through the side panels and being aligned with the hallway in an adjacent unit so that a continuous hallway through the units on each level of the structure is established; and each said lower modular unit having guide means on the upper surface of its top panel for aligning and positioning each upper unit upon the top panel of a lower unit, said guide means comprising a raised curb extending peripherally around the upper surface of a lower unit and including a beveled surface for guiding the end and side panels of each upper unit into alignment with the end and side panels of each unit, and fastening means co-operating with said guide curbs to secure said upper units in co-extensive aligned relation to said Lower units.
2. In the prefabricated building structure of claim 1, further including a flight deck secured to the top panels of the upper units, said flight deck comprising a plurality of elongated flat laminated surfaces each secured to the top of a respective said upper unit and having a portion thereof freely overhanging the end wall of the said upper unit to which it is attached, and fastening means for securing said flat surfaces in edge-to-edge relationship along the length of the elongated assemblage of said modular units, said sections extending parallel to the underlying modular units.
3. In the prefabricated building structure of claim 1, said flight deck comprising a flat laminated surface secured to the top panels of upper units and freely overhanging the end walls of the units.
4. In the prefabricated building strucuture of claim 1, said flight deck consisting of inner layers of honeycomb with strips of wood integrated therewith and outer layers of wood panels with a covering of a fiberglass-resin combination.
5. In the prefabricated building structure of claim 1, said flight deck comprised of a plurality of elongated flat sections, and fastening means for securing said flat sections in edge-to-edge relationship, said sections extending parallel to the underlying modular units.
6. An offshore prefabricated building structure comprising: an elongated generally rectangular preassembled base gridwork; a plurality of elongated self-supporting modular units arranged with a plurality of upper units superimposed on and coextensive with an equal number of lower units, said upper and lower modular units assembled in superimposed relation to one another with the units on each level in side-by-side abutting relation and extending transversely of the length of said base gridwork, and said lower modular units anchored directly to said base gridwork; each modular unit having elongated spaced side panels extending the entire width of said base gridwork, spaced end panels normal to said side panels, spaced inner panels normal to said side panels and defining a hallway therebetween passing transversely through and intermediately of said upper and lower modular units in a direction parallel to the length of said base gridwork, said hallway in each upper unit and in each lower unit opening through the side panels of the associated units and establishing continuous hallways through the upper units and through the lower units, each of said panels being composed of a laminated honeycomb structure mounted within a perimeter frame; a top panel interconnecting the side and end panels of said modular units and a floor panel interconnecting the side and end panels of each modular unit and being vertically spaced from the lower edges of the side and end panels so as to define living quarters above the floor panel and a raceway for utilities below the floor panel, support beams spaced from the lower edges of the side and end panels and affixed to said side and end panels to support the floor panel, at least one side wall of each modular unit being flush with the side wall of an adjacent unit, and attachment means for attaching the flush walls whereby the lower units will be unified and the upper units will be unified in establishing reinforced vertical supports for the structure, a guide curb extending upwardly and spaced inwardly from the outer peripheral edge of the top panel of each lower unit to position the side and end panels of the upper units on the lower units, and attachment means cooperating with said guide curbs for securing said upper units in superimposed relation to said lower units; and a flight deck, said flight deck comprising a plurality of laminated sections, a wooden frame around the perimeter of each section, said wooden frame including an extension portion such that when adjacent sections are moved into edge-to-edge relationship the extension portions of the adjacent sections will overlap, mechanical fastening means connecting Adjacent sections through said extension portions along the substantial length of the assemblage of said modular units, said adjacent sections extending parallel to each of said modular units.
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USD313852S (en) 1988-11-16 1991-01-15 Sun Refining And Marketing Company Automotive service station pump island
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US20060281059A1 (en) * 2000-06-09 2006-12-14 Trufant Carol A Method and Setting for Social Conflict Resolution
WO2007060018A1 (en) * 2005-11-28 2007-05-31 Flyport Development Entwicklungs- Und Betreuungsgesellschaft Mbh Passenger terminal consisting of mobile room units
EP1444407A4 (en) * 2001-10-17 2007-07-18 Aaron Smith Pty Ltd Demountable building
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US20110214361A1 (en) * 2007-04-11 2011-09-08 Erla Dogg Ingjaldsdottir Affordable, sustainable buildings comprised of recyclable materials and methods thereof
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US4297817A (en) * 1980-03-04 1981-11-03 Ralph Bullock Earthen-covered structure and panel used therein
FR2545117A1 (en) * 1983-04-26 1984-11-02 Christol Gerard LANDING, PARKING AND TAKE-OFF INSTALLATION FOR HELICOPTERS AND OTHER AERIAL VEHICLES REQUIRING SIMILAR CONDITIONS
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USD313852S (en) 1988-11-16 1991-01-15 Sun Refining And Marketing Company Automotive service station pump island
US5228249A (en) * 1991-04-12 1993-07-20 Campbell Carl W Wooden foundation wall and method
GB2262296A (en) * 1991-12-13 1993-06-16 Portakabin Ltd Portable building unit
GB2262296B (en) * 1991-12-13 1996-05-08 Portakabin Ltd Portable building unit
US20060281059A1 (en) * 2000-06-09 2006-12-14 Trufant Carol A Method and Setting for Social Conflict Resolution
EP1444407A4 (en) * 2001-10-17 2007-07-18 Aaron Smith Pty Ltd Demountable building
WO2007060018A1 (en) * 2005-11-28 2007-05-31 Flyport Development Entwicklungs- Und Betreuungsgesellschaft Mbh Passenger terminal consisting of mobile room units
US20080276553A1 (en) * 2007-04-11 2008-11-13 Erla Dogg Ingjaldsdottir Affordable, sustainable buildings comprised of recyclable materials and methods thereof
US7941975B2 (en) * 2007-04-11 2011-05-17 Erla Dogg Ingjaldsdottir Affordable, sustainable buildings comprised of recyclable materials and methods thereof
US20110214361A1 (en) * 2007-04-11 2011-09-08 Erla Dogg Ingjaldsdottir Affordable, sustainable buildings comprised of recyclable materials and methods thereof
US8429871B2 (en) 2007-04-11 2013-04-30 Erla Dögg Ingjaldsdottir Affordable, sustainable buildings comprised of recyclable materials and methods thereof
US8910439B2 (en) 2007-04-11 2014-12-16 M3house, LLC Wall panels for affordable, sustainable buildings

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