Abstract:
The present invention provides a method for prefabricating, transporting, and rapidly assembling a portable, rigid, dome-shaped structure, with the structural integrity to enable the suspension of extensive hardware and supplies. Said structure would be shaped for acoustic purposes, extremely durable, and allow for extensive climate control. Said structure would be able to be fabricated in a wide range of sizes and shipped to remote locations.

Description:
A portion of the disclosure of this patent document contains material which is subject to copyright protection. The copyright owner has no objection to the facsimile reproduction by anyone of the patent document or the patent disclosure, as it appears in the Patent and Trademark Office patent file or records, but otherwise reserves all copyright rights whatsoever. 
     CROSS-REFERENCE TO RELATED APPLICATIONS 
     Not Applicable 
     STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT 
     Not Applicable 
     THE NAMES OF THE PARTIES TO A JOINT RESEARCH AGREEMENT 
     Not Applicable 
     INCORPORATION-BY-REFERENCE OF MATERIAL SUBMITTED ON A COMPACT DISC OR AS A TEXT FILE VIA THE OFFICE ELECTRONIC FILING SYSTEM (EFS-WEB) 
     Not Applicable 
     STATEMENT REGARDING PRIOR DISCLOSURES BY THE INVENTOR OR A JOINT INVENTOR 
     Not Applicable 
     BACKGROUND OF THE INVENTION 
     Field of the Invention 
     The present invention (“Lotus Dome”) pertains generally to the fabrication, transportation, and use of portable, rigid, dome-shaped structures. 
     Description of Related Art Including Information Disclosed Under 37 CFR 1.97 and 1.98 
     In my searches, I have found no teaching, suggestion, or motivation to combine elements of any such related structures, such that would result in this invention. 
     BRIEF SUMMARY OF THE INVENTION 
     The Lotus Dome is a dome-shaped structure that is prefabricated, modular, and portable, to reduce cost and enable ease of shipping and rapid assembly in the most extreme of remote locations, as set forth in this disclosure. 
     The Lotus Dome comprises a framework of rigid, prestressed, three-dimensional, load-bearing truss members (“ribs”), wherein the components of each rib are prefabricated as separate parts, shipped to a site, joined together to form each rib, erected, and secured to each adjacent rib, to form a rigid, freestanding structure, capable of supporting and/or suspending a wide variety of loads upon and/or within said structure. Said structure can then be dismantled, relocated, and again joined together, erected, and secured in a similar manner. 
     The Lotus Dome is intended to serve as a portable, rapidly assembled, touring performance and gathering facility. It is also intended to serve many other uses, both temporary and permanent, as an enclosed space for human, animal, and plant, activity and habitation, including (for example, but not limited to) serving as a chapel, as a wilderness shelter, a greenhouse, and as living quarters. 
     The Lotus Dome is designed to be able to be completely self-sustaining, allowing it to be used as a performance and broadcast facility in very remote locations, with zero impact upon the land, and has been engineered to be available in a range of sizes, from 9.14 meters (thirty feet) in diameter to 27.43 meters (ninety feet) in diameter. Other sizes are possible, and can be expected. 
     The Lotus Dome is intended to inspire an atmosphere of serene exuberance and to demonstrate that structures can exist harmoniously on the planet, nurturing and protecting all lands and life forms. 
    
    
     
       BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS 
       This patent or application file contains one drawing executed in grayscale ( FIG. 5 ). Copies of this patent or patent application publication with said drawing will be provided by the Office upon request and payment of the necessary fee. 
         FIG. 1  is a view of the preferred embodiment of a custom foundation ring scaffolding, and a custom interior flooring scaffolding, based on a five-foot grid. All scaffolding is set on screw jacks for assembly on uneven terrain. 
         FIG. 2  shows the addition of the preferred embodiment of a custom independent foundation ring of platforms to support the Lotus Dome structural members, and the preferred embodiment of custom interior flooring platforms. 
         FIG. 3  adds the Lotus Dome structural members (herein called “ribs”). The four rib types are the five Main Ribs, the five Door Ribs, the five mirrored pairs of Support Ribs, and the top Center Ring Rib. 
         FIG. 4  adds the “gull-wing” doors. One is shown in the open position (lower left), supported by gas struts, the rest are shown closed. 
         FIG. 5  shows the full Lotus Dome assembly from  FIG. 4 , as well as the cut sheets of transparent windows, in a grayscale, “shaded” view, to help clarify the combined transparent layers of the windows, the door windows, and the surfaces of the interior flooring platforms and the foundation ring platforms. 
         FIG. 6  demonstrates the symmetry of the various sizes of the Lotus Dome. Shown on the left is a Door Rib as part of a thirty-foot diameter Lotus Dome, and on the right is shown a Door Rib as part of a ninety-foot diameter Lotus Dome. The Main Rib and the matching pair of Support Ribs remain the same in proportion, regardless of scale. The fabrication and assembly procedures are the same for the various sizes, only the shape of the Door Ribs changes. 
         FIG. 7  demonstrates the preferred embodiment in which the faces of each of the ribs may be pinned together, through a set of three sleeves welded to each of a rib&#39;s vertical faces (the rib&#39;s “structural web members”) and to the interior side of the rib&#39;s exterior surface. Shown is an example of a rib&#39;s exterior surface (top) joined to one of its two vertical structural web members. A mounting plate for securing the ribs to each other, and to a foundation, is shown bolted to said vertical structural web member, and a part of a window is shown bolted to said rib&#39;s exterior surface with two rows of gaskets between the window and the exterior surface. 
         FIG. 8  is a view of a ninety-foot diameter Lotus Dome, including the windows and the gull-wing doors. 
         FIG. 9  is a plan view of a ninety-foot diameter Lotus Dome, as demonstrated in  FIG. 8 . 
         FIG. 10  is a side view of a ninety-foot diameter Lotus Dome, as demonstrated in  FIG. 8 . 
         FIG. 11  demonstrates the exterior surface and the eight structural web members of a single Main Rib, lying flat in preparation for shipping. 
         FIG. 12  demonstrates the exterior surfaces and structural web members of a pair of Main Ribs, lying flat and nested together in preparation for shipping. 
         FIG. 13  demonstrates the full set of exterior surfaces and structural web members of all five Main Ribs, nested together in pairs and stacked on top of each other, lying flat in preparation for shipping. 
         FIG. 14  demonstrates the exterior surface and structural web members of a single Support Rib, lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs. 
         FIG. 15  demonstrates the exterior surfaces and structural web members of a mirrored pair of nested Support Ribs, lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs. 
         FIG. 16  demonstrates the full set of nested exterior surfaces and structural web members of all ten Support Ribs, lying flat in preparation for shipping, and arranged in two stacks, on top of the full set of nested and stacked Main Ribs. 
         FIG. 17  demonstrates the nested exterior surface and structural web members of a single Door Rib, lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs and Support Ribs. 
         FIG. 18  demonstrates the full set of exterior surfaces and structural web members of all five Door Ribs, lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs and Support Ribs. 
         FIG. 19  demonstrates the Center Ring Rib, on top of the full set of nested and stacked Main Ribs, Support Ribs, and Door Ribs. Thus, the entire set of exterior surfaces and structural web members of a Lotus Dome are shown, in preparation for shipping. 
         FIG. 20  demonstrates the exterior surface of a Main Rib and one of its structural web members, lying flat alongside each other, prior to assembly. 
         FIG. 21  demonstrates the same exterior surface and structural web member of the Main Rib from  FIG. 20 , both still as flat surfaces, but with the structural web member rotated ninety degrees above the exterior face, and positioned such that a single mating sleeve pin, through a now-aligned set of mating sleeves, connects the two components at a ninety-degree angle to each other. 
         FIG. 22  demonstrates the same exterior surface and structural web member of the Main Rib from  FIG. 21 , but with the top half of each of the two members forced into curves such that those sets of mating sleeves are aligned and thus able to be pinned together with mating sleeve pins. The bottom half of each of the two members remains a flat surface. 
         FIG. 23  demonstrates the same exterior surface and structural web member of the Main Rib from  FIG. 22 , but with the full length of both members forced into curves such that all the common sets of mating sleeves are able to be pinned together. 
         FIG. 24  demonstrates the same exterior surface of the Main Rib from  FIG. 23  fully pinned to all eight of its structural web members, ready to be stood upright and secured to the other Lotus Dome ribs and to a foundation. 
         FIG. 25  demonstrates the same fully assembled Main Rib from  FIG. 24 , with an interior surface secured to the eight structural web members. 
     
    
    
     DETAILED DESCRIPTION OF THE INVENTION 
     Opening Description 
     The Lotus Dome is a dome-shaped structure that is prefabricated, modular, and portable, to reduce cost and enable ease of shipping and rapid assembly in the most extreme of remote locations. No such structure exists that can ship in such a compact manner, be assembled as rapidly, and be as structurally strong as a Lotus Dome. Those skilled in technical production in the touring aspects of the performing arts will be familiar with such a process. 
     Overview of the First Five Renderings 
     The independent foundation ring scaffolding  61  and the interior flooring scaffolding  71  are shown in  FIG. 1 . The foundation ring platforms  611  and interior flooring platforms  711  are supported by the foundation ring scaffolding  61  and interior flooring scaffolding  71 , respectively, as shown in  FIG. 2 . The central, Fire Pit platform  712  is shown open in  FIG. 2  and covered in  FIGS. 3 to 5 . In  FIGS. 3 to 5 , the Lotus Dome is shown secured (see  FIG. 7 ) to the foundation ring  6  surrounding the interior flooring  7 .  FIG. 5  is shown in a grayscale, “shaded” view, to help clarify the combined transparent layers of the windows  5 , the door windows  25 , and the independent flooring systems  6   7 . The positioning of the windows  5  and the door windows  25 , upon the exterior surfaces of the ribs and the doors, is demonstrated in  FIGS. 8 to 10 . The distinct shapes of the windows  5 , including the five sets of mirrored pairs, are designated in  FIG. 8 . 
     The Structure and Fabrication of a Rib 
     The Lotus Dome structural members (herein called “ribs”) could also be referred to as trusses or beams, as they serve as such structural elements; “Ribs” is used herein, given their organic shape. The four rib types are the five Main Ribs  1 , the five Door Ribs  2 , the five mirrored pairs of Support Ribs  3 L  3 R, and the top Center Ring Rib  4 . At any given cross section, each rib is composed of one exterior surface  11   21   31 L  31 R, two interior structural web members  12   22   32 , and any interior rib surfaces  13 . It is the interior structural web members, aligned in a vertical orientation, and rigidly secured at near-right angles to the rib&#39;s exterior surface(s), and any interior rib surfaces, at each set of independently aligned mating sleeves and mating hardware inserted therein, that provide the primary strength of the ribs. 
     The rib exterior surfaces  11   21   31 L  31 R and rib structural web members  12   22   32  are cut to the desired shapes from sheets of metal (e.g. aluminum or stainless steel), wood, high-density polymer, composite, carbon fiber, or similar materials. Expertise in, and the use of, CAD/CAM software for such machining is highly recommended. An alternate process could be to make templates, from which to rout or cut the rib components. If so desired, an interior surface  13  ( FIG. 25 ) for any of the ribs, secured to the inside edges of the rib&#39;s structural web members, could be added for the purpose of enhancing the structural strength and/or functional utility of the rib, and could be fabricated in any form, from a stretched fabric cover, as the rungs of a ladder, a perforated surface, from the same material as the rib exterior surfaces  11   21   31 L  31 R and rib structural web members  12   22   32 , or from any other form of material, or any combination of various materials or forms thereof. Once the rib exterior surfaces  11   21   31 L  31 R and rib structural web members  12   22   32  have been cut from flat stock, sets of two (or more) lengths of rigid tubing (“sleeves”)  101   102  are then secured to the adjoining rib surfaces such that they can be aligned and then locked together with a mating sleeve pin  103 . Rods that have been bent into a “U” shape and inserted through three aligned sleeves, as indicated in  FIG. 7 , are the preferred embodiment. Other forms of bolts, pins, or such hardware as is deemed most appropriate for the intended use, inserted into and/or through each of said now-aligned sets of mating sleeves, may be used, as desired. Any interior rib surfaces  13  may be fabricated in a similar manner. 
     Welding, molding, or the use of U-shaped bolts are possible methods of securing the mating sleeves to their respective exterior surfaces and structural web member surfaces; welding may well be the most reliable procedure and is the preferred embodiment, as indicated in  FIG. 7 . The outer two lengths  101  of each set of three lengths of sleeves are secured to the inside of the rib&#39;s exterior surface  11   21   31 L  31 R, and the middle length of tubing  102  is secured to the vertical structural web member&#39;s surface  12   22   32 . (The middle lengths of tubing  102  may be secured to either the inside or the outside of the vertical web member&#39;s surface; this may primarily be an aesthetic decision.) The mating sleeve pin assemblies  100  can be spaced approximately eighteen inches apart, depending upon structural necessity. 
     These lengths of rigid, mating sleeve tubing  101   102 , pinned together with a mating sleeve pin  103 , create a rigid and secure assembly  100  for locking the adjoining exterior surfaces  11   21   31 L  31 R and structural web members  12   22   32  together, as the combined assembly  100  of two (or more) sleeves  101   102  and mating sleeve pin  103  creates a secure, inflexible joint due to the conjunction of the curvature of the exterior surface and the curvature of the web member surfaces, as shown in  FIGS. 21 to 23 . 
     Because all adjoining exterior surfaces  11   21   31 L  31 R and structural web members  12   22   32  must be forcibly curved into non-planar shapes, causing each of said related sets of mating sleeves to independently align together in a linear manner to allow them to be quickly and easily pinned together  100 , this curving, at various points of the structural web members surfaces, often resulting in one or more of the paired components undulating between being in tension and then being in compression, creates a prestressed structure such that once pinned together  100 , there is not only additional strength gained due to the prestressed condition, but the mating sleeve pins  103  will be firmly secured within each of said sets of aligned, enclosing, mating sleeves, due to the friction between the mating sleeve pins  103  and the two (or more) mating sleeves  101   102 , given the intrinsic tendency for each component of the pairs of adjoining, now-curved, non-planar exterior surfaces and structural web members to separate and unfold to its inherent, non-stressed, flat state. 
     Said undulating curvature, resulting in the combination of both tension and compression on each side of the structural web members  12   22   32 , over the length of the structural web members, creates an exceptionally rigid, inflexible web member, when pinned to the rib&#39;s exterior surface(s)  11   21   31 L  31 R. As noted above, the addition of cross bars (i.e. “ladder rungs”), a perforated interior surface, or a solid interior surface  13  for any of the ribs, secured to the inside edges of the rib&#39;s structural web members  12   22   32 , would further enhance the structural strength of the rib, due to the further restriction of any flexing along the inside edge of the vertical web members that any load applied to the rib might impose. 
     Given the dome shape of the Lotus Dome structure, all sets of mating sleeve pin assemblies  100  will have a vertical orientation, as shown in  FIG. 7 , and thus inserting the mating sleeve pins  103  from above, and given the force of gravity combined with the inherent friction between the two (or more) mating sleeves  101   102  and the mating sleeve pins  103  inserted therein, as noted above, the mating sleeve pins  103  will be firmly and securely held in place. Being able to quickly and easily pin the undulating, non-planar surfaces together, allows for the rapid assembly of rigid, prestressed structural members that are both much stronger and more secure than structural members assembled using flat surfaces. 
     This method creates ribs comprised of non-planar, prestressed, structural components that are inherently quite strong, rapidly assembled and disassembled, and easily transported. 
     The shape, quantity, and configuration of the ribs may be of any combination or configuration, given the wide range of possible uses for such a structure. The preferred embodiment of the Lotus Dome, as shown in this disclosure, is recommended. 
     The sectional curvature of the Lotus Dome  10  ( FIG. 10 ) as demonstrated by the smooth, curved surfaces of the ribs  1   2   3 , the Center Ring Rib  4 , and the windows  5 , has been designed with an increasingly tighter radius toward the base of the Lotus Dome, to create interior acoustic characteristics such that every member of the audience could hear equally well, without the need for sound amplification. Given that the flat surfaces of the ribs  1   2   3  and the windows  5  (as well as the door windows  25 ) are curved into shape upon assembly of the Lotus Dome, there would be no seams within those surfaces that would impact the reflection of the sound waves. The lack of planar, flat surfaces means that sound waves will be reflected in gradually increasing degrees of concentration, the further one gets from the center of the Lotus Dome, rather than being reflected along parallel lines due to being reflected off of flat surfaces, which would result in uneven distribution of the reflected sound. 
     Shipping the Lotus Dome Ribs Once fabricated, the exterior surfaces  11   21   31 L  31 R, structural web members  12   22   32 , and any interior rib surfaces  13 , windows  5   25 , and doors  23  of each of the ribs  1   2   3 L  3 R are then able to be stacked upon each other as rigid, nested, flat components, such that the mating sleeves  101   102 , secured to each of a rib&#39;s exterior surface(s) and its structural web members, can share the same amount of vertical space. The various sets of nested surfaces are then able to be placed beside each other and/or stacked upon each other, to reduce to a bare minimum the amount of space needed for shipping a disassembled Lotus Dome, given that the height of the volume necessary for the shipping of said nested, flat components can be limited to the combined material thickness of said components, including the material height of any hardware mounted thereon. When nested together, the components can be separated by a protective layer of fabric or plastic, to protect the finish of each of the component&#39;s surfaces. This use of protective layers has been accounted for in the layering of the exterior surfaces and the structural web members, and the process of stacking such nested components is demonstrated in  FIGS. 11 to 19 . 
       FIG. 11  demonstrates the exterior surface  11  and the eight structural web members  12  of a single Main Rib  1 , lying flat in preparation for shipping. The four pairs of structural web members  12  are nested together such that the mating sleeves  102  secured to each structural web member share the same amount of vertical space. The nested pairs of structural web members  12  are then placed side by side to share the same amount of vertical space, and lie on top of the exterior face  11 , between various sets of the exterior face&#39;s mating sleeves  101 , to again minimize vertical space. 
       FIG. 12  demonstrates the exterior surfaces  11  and structural web members  12  of a pair of Main Ribs  1 , lying flat and nested together in preparation for shipping. The matching pair of exterior surfaces  11  are nested together such that the mating sleeves  101  secured to each exterior surface share the same amount of vertical space. And again, the nested pairs of structural web members  12  are placed side by side to share the same amount of vertical space. 
       FIG. 13  demonstrates the full set of exterior surfaces  11  and structural web members  12  of all five Main Ribs  1 , nested together in two sets of pairs and stacked on top of each other, lying flat in preparation for shipping. The exterior surface  11  and the eight structural web members  12  of the fifth Main Rib  1 , as demonstrated in  FIG. 11 , are shown placed on top off the two sets of pairs of Main Ribs. 
       FIG. 14  demonstrates the exterior surface  31 R and structural web members  32  of a single Support Rib  3 R, lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs. 
       FIG. 15  demonstrates the exterior surfaces  31 L  31 R and structural web members  32  of a mirrored pair of nested Support Ribs  3 L  3 R, lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs. 
       FIG. 16  demonstrates the full set of nested exterior surfaces  31 L  31 R and structural web members  32  of all ten Support Ribs  3 L  3 R, lying flat in preparation for shipping, and arranged in two stacks, on top of the full set of nested and stacked Main Ribs. 
       FIG. 17  demonstrates the nested exterior surface  21  and structural web members  22  of a single Door Rib  2 , lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs and Support Ribs. The structural web members for the Door Rib are arranged side-by-side, with the exterior surface lying on top off the Door Rib structural web members such that the mating sleeves secured to the exterior face  101  share the same amount of vertical space as the sleeves for the Door Rib structural web members  102 . 
       FIG. 18  demonstrates the full set of exterior surfaces  21  and structural web members  22  of all five Door Ribs  2 , lying flat in preparation for shipping, on top of the full set of nested and stacked Main Ribs and Support Ribs. The total height of the full set of nested and stacked Main Ribs, Support Ribs, and Door Ribs, in preparation for shipping, and given ⅛″ thick structural surfaces (exterior surfaces and structural web members) and 1″ diameter mating sleeve tubings, including space for any sheeting (fabric or plastic) desired to protect the finish on any of the said structural surfaces, would be approximately 19″. The surface (“floor”) area that said stack would take up is approximately 7′-4″×20′-3″. 
       FIG. 19  demonstrates the Center Ring Rib  4 , on top of the full set of nested and stacked Main Ribs, Support Ribs, and Door Ribs. The addition of the Center Ring Rib increases the height of the nested and stacked Main Ribs, Support Ribs, and Door Ribs to approximately 2′-4″. 
     Thus, when un-pinned and laid flat, the compact nature of the full stack of Lotus Dome structural members (exterior surfaces, structural web members, and the Center Ring Rib) demonstrates an unprecedented means of shipping a structure of such high strength, e.g. on a flatbed truck or inside a standard shipping container. The stack of doors  23 , and the layers of all the windows  5 , separated by protective layers of fabric or plastic, would be equally compact (not shown). 
     The Assembly of a Rib 
     As demonstrated in  FIGS. 20 to 25 , once the Lotus Dome has reached its destination, and is ready to be assembled, each of the multiple flat surfaces of each of the ribs can then be forcibly curved into the proper shape, causing the sets of mating sleeves  101   102  to line up, and be quickly pinned together with mating sleeve pins  103 . 
     Due to the strength of the non-planar, prestressed, structural web members  12   22   32  of the ribs  1   2   3 L  3 R, as noted above, the Lotus Dome is engineered to allow for the suspension (“rigging”) of any elements (e.g.: scenery, and lighting and sound equipment) that might benefit from being suspended above the floor. The strength of each of the rib&#39;s structural web members  12   22   32  is determined by both the choice, and the thickness, of the materials used. As noted above, additional strength and/or utility can be gained by adding an interior surface  13  to any or all of the ribs; said interior surface can be of a variety of materials, with full or partial coverage. Because the ribs  1   2   3 L  3 R  4  are hollow, they are a very convenient and discrete location for electrical wiring and devices, rigging hardware, and storage. 
     The Doors 
     “Gull-wing” doors  23  (as shown in  FIGS. 4 to 6 and 8 to 10 ) are fabricated, generally but not necessarily, from the same materials, and secured to the Door Ribs  2  with a horizontal hinge  26  at the top of each door. Any variety of latches, bolts, or pins can be used to secure the doors to the Door Ribs when closed. Gas struts  24  can be used to assist in raising and keeping the doors in an open position and are the preferred embodiment. Other forms of bracing for keeping the doors open to a specific degree are also possible, ranging from flat bars of metal on both sides of each door, to fully automated, electrically controlled motor-driven assemblies. Alternate forms for the doors are also possible and have been considered; the demonstrated gull-wing doors  23  are the preferred embodiment. The doors&#39; windows  25  are sheets of transparent material; polycarbonate is the preferred embodiment, though formed, tempered glass is also possible. 
     The Windows 
     Cut sheets of clear polycarbonate serve as windows  5   25 , sufficiently overlapping the edges of the exterior surfaces of the ribs  11   21   31 L  31 R for the purpose of enclosing the space, as demonstrated in  FIGS. 3 to 5 and 7 to 10 . The windows  5  are bolted  105  to the exterior surfaces of the ribs  11   21   31 L  31 R  4 . Securing the windows  5  to the exterior face of the exterior surfaces of the ribs  11   21   31 L  31 R  4 , as opposed to the interior face of the exterior surfaces of the ribs, is the preferred embodiment, for the purpose of minimizing leaks. 
     One or more rows of gasket material  51  compatible with polycarbonate (or with whatever material for the windows is chosen) is used between the windows  5  and the exterior surfaces of the ribs  11   21   31 L  31 R  4  to seal the edges of the polycarbonate windows  5  against the ribs&#39; exterior surfaces  11   21   31 L  31 R  4 . Bolts  105 , clevis pins with hitch pin clips, or equivalent hardware, located between the two rows of gasket material  51 , as demonstrated in  FIG. 7 , is the preferred means for securing the polycarbonate windows  5  to said exterior surfaces. 
     Other transparent materials may be used in place of polycarbonate, although, at this time, polycarbonate is the preferred embodiment for the windows  5   25 , due to its ability to be forced into a curved shape and its high degree of durability. Sheets of abrasion-resistant, clear polycarbonate are also the preferred embodiment for the surfaces of the foundation ring platforms  611  and interior flooring platforms  711 , as demonstrated in  FIGS. 2 to 5 , due to said durability, the ability to minimize scuff marks on the floor, and for providing the ability to allow sunlight to pass through the platforms to any plant life or surface below. 
     The Scaffolding and the Platforming 
     The foundation ring  6  ( FIG. 2 ) consists of the foundation ring scaffolding  61  ( FIG. 1 ), supporting the foundation ring platforms  611  ( FIG. 2 ) and is the structure to which the Lotus Dome ribs  1   2   3 L  3 R are secured ( FIGS. 3 to 5  and  FIG. 7 ). 
     Located inside the foundation ring  6  is the interior flooring  7  ( FIG. 2 ), consisting of the interior flooring scaffolding  71  ( FIG. 1 ) supporting the interior flooring platforms  711  ( FIG. 2 ) including the Fire Pit platform  712 . 
     The scaffolding column assemblies  8  ( FIG. 1 ) that make up the foundation ring scaffolding  61  and the interior flooring scaffolding  71  can be made of aluminum, stainless steel, high-density polymer, or any sufficiently strong square, rectangular, or round stock or tubing. Square tubing, as shown in  FIGS. 1 to 5 , is the preferred embodiment. Each scaffolding column  81  ( FIG. 1 ) is set on a screw jack  82  that is inserted into the bottom of the scaffolding column  81 , for the purpose of assembly on uneven terrain. Each scaffolding column  81  is braced to adjacent scaffolding column assemblies  8  with one or more cross braces  83 , and secured to the foundation ring platforms  611  ( FIG. 2 ) and interior flooring platforms  711  with scaffolding column platform mounting plates  84  ( FIG. 1 ). 
     The foundation ring platforms  611  ( FIG. 2 ), the interior flooring platforms  711  and the Fire Pit platform  712  are framed in rectangular tubing. The interior flooring platforms  711  are capable of serving as independent, water storage tanks for radiant-floor heating, and/or aquaponics, if so desired, and can be heated with any combination of sources, including, but not limited to, electrical heating, propane, and/or solar water heaters. The central, Fire Pit platform  712  contains a cavity (shown with its cover removed in  FIG. 2  and with its cover in place in  FIGS. 3 to 5 ) for one or more heating elements, fueled by propane, wood, and/or any reliably safe fuel, that can be used for both comfort and ceremonial purposes. The preferred embodiment of the surfaces of the various platforms, as noted above and as shown in  FIGS. 2 to 5 , is abrasion-resistant, clear polycarbonate to allow sunlight to pass through. 
     Erecting and Securing a Lotus Dome 
     The ribs  1   2   3 L  3 R  4  are secured to each other and/or to the foundation ring platforms  611 , with either bolts and nuts  105 , clevis pins with hitch pin clips, or other such fasteners, going through mounting plates  104  that overlap the pieces being joined ( FIG. 7 ). Mounting said plates inside the ribs, and thus hidden from view, is the preferred embodiment.  FIGS. 3 to 6, and 8 to 10 , demonstrate the result of such hidden mounting plates.  FIG. 6  demonstrates the junctions between a Main Rib and a Door Rib  1122 , the junctions between a Main Rib and a Support Rib  1133 , and the junctions between a Door Rib and a Support Rib  2233 . 
     The Lotus Dome may be secured ( FIG. 7 ) to any variety of permanent or non-permanent foundations. All or part of a Lotus Dome could be used as an entrance hall and/or embedded into or against a natural landform or another structure. The foundation ring  6  and interior flooring  7  assemblies are the preferred embodiment that allows the Lotus Dome to be assembled above the ground such that little or no impact is affected upon the ground. “Zero impact” is the preferred embodiment of the Lotus Dome. 
     The Infrastructure 
     Ventilation is provided through one or more of the Door Rib doors  23  (removable mosquito-netting is a preferred embodiment), and/or by the opening of, or ventilating through, the window  5  of the Center Ring Rib  4 . Additional venting can also be accomplished through other means, including the use of one or more fans to draw air down from the top of the Lotus Dome, via the inside of one or more of the ribs, and exhausting said air outside of the Lotus Dome. 
     The above preferred embodiments do not, in fact, encompass the entire invention. There are several alternatives and uses for which the Lotus Dome structure can be elaborated, including, but not limited to:
         Electrochromic and/or thermochromic films (or equivalent) can be applied to any of the window  5   25  surfaces to control opacity, light transmission, and solar heat gain. Alternate forms of opaque surfaces, or fabrics, can also be used in lieu of, or in addition to, transparent materials in those components and/or locations where such might be preferred.   Capable of being fabricated entirely from non-combustible materials, the Lotus Dome could then be used to safely present indoor pyrotechnic displays.   A radiant-floor heating system can be incorporated into the foundation ring platforming  611  and interior flooring platforming  711 , including the Fire Pit platform  712 , making it possible to keep those within the Lotus Dome comfortably protected from inclement weather, while still having only a single layer of material for each of the windows  5   25 . Such a system could be portable and/or permanent.       

     Given these specifications, the Lotus Dome can be manufactured and utilized by those reasonably skilled in the pertinent arts.