Abstract:
The presented inventive subject matter discloses a rapid and tool-free construction method and apparatus for combining the main construction steps of framing, wall-paneling and finish steps into one simultaneous action without the need for tools, materials handling equipment, extensive training or experience by the construction crew. The presented inventive subject matter, described herein, also discloses a new rapid system and method of constructing many types of useful structures of “permanent quality and stability” without the need for tools, scaffolding, cranes or other materials handling equipment to construct. The presented inventive subject matter also outlines an assembly facilitating base, capping channel track layout and a repetitive action system of construction that enables unskilled assemblers to construct high-quality structures without previous construction experience. The inventive subject matter further comprises an innovative system of components that are designed to interrelate in an off-set and counterbalancing manner that effectively distributes structural component weight and force in a way that favorably assists in the ease of assembly, and in the creation of an extremely stable final structural assembly not before realized in other rapidly deployable systems of construction.

Description:
CROSS REFERENCE TO RELATED APPLICATIONS 
       [0001]    This application claims the benefit of U.S. Provisional Application No. 61/850,931, filed Feb. 26, 2013 
     
    
     STATEMENT OF FEDERALLY SPONSORED RESEARCH 
       [0002]    N/A 
       BACKGROUND OF THE INVENTION 
       [0003]    1. Field of Invention—Technical Field 
         [0004]    This presented inventive subject matter relates, in general, to a rapidly deployable system of construction for use in the construction of military, residential and commercial buildings, or in the construction of other types of useful structures including, but not limited to, guard towers, retaining walls, entertainment stages, monument signs, wind breaks, and many other useful, immediate-need structures; more specifically, to rapidly deployable and re-deployable structures designed with enough inherent structural integrity and stability to be permanently installed and permanently used if so desired by its end users. 
         [0005]    2. Description of the Prior Art—Background Art 
         [0006]    The presented inventive subject matter answers the long felt need for rapidly deployable structures that are quickly and reliably deployable under adverse conditions, such as high wind, rain, snow, areas with lack of electrical power, lack of tools, lack of skilled manpower, etc., and further, are stable enough when fully erected to remain stable and withstand even the most adverse environmental conditions. 
         [0007]    Thusly, prior art examples will be limited in comparative value in that they all require special tools, fasteners, cranes, scaffolding, power and numerous types of skilled labor to construct structures as stable as the presented inventive subject matter describes. Further, the real-world environments of remote development areas and disaster or war zones, often do not provide enough tools, electrical power, materials handling equipment and skilled labor to create a robust structure in a short period of time using prior art methods of construction. 
         [0008]    The following are prior art examples which sought to provide time-saving prefabricated components, but were limited in practicality for use in hostile or disaster area zones due to the complexity of design, the need for materials handling equipment to set-up, (i.e., cranes, forklifts, scaffolding, wall supports, mortar and various other construction tools) and the need for electrical power and skilled labor to erect. 
       U.S. Patent Documents Prior Art Examples 
       [0009]      
         [0000]    
       
         
               
               
               
             
           
               
                   
               
             
             
               
                 3,792,558 
                 February 1974 
                 Berce et al. 
               
               
                 3,945,157 
                 March 1976 
                 Borys 
               
               
                 3,983,665 
                 October 1976 
                 Burton 
               
               
                 4,083,154 
                 April 1978 
                 Klink 
               
               
                 4,545,171 
                 November 1985 
                 Colvin 
               
               
                 4,635,412 
                 January 1987 
                 Le Poittevin 
               
               
                 4,640,412 
                 February 1987 
                 Skvaril 
               
               
                 4,644,708 
                 February 1987 
                 Baudot et al. 
               
               
                 4,854,094 
                 August 1989 
                 Clark 
               
               
                 4,891,919 
                 January 1990 
                 Palibroda 
               
               
                 5,193,325 
                 March 1993 
                 Allison 
               
               
                 5,317,857 
                 June 1994 
                 Allison 
               
               
                   
               
             
          
         
       
     
       BRIEF SUMMARY OF THE INVENTION 
       [0010]    In one of many preferred embodiments, the inventive subject matter of the present invention provides military leadership and national first responders with a breakthrough construction system that allows them to dramatically accelerate the time it takes to set up relief outpost and emergency operations centers and shelters. The innovative subject matter of my invention solves the numerous problems of excessive set-up related costs, set-up related logistics, site security expenses during construction and the excessive time of use of mission personnel to set up relief outposts or emergency operations structures in disaster zones or under austere conditions. The inventive subject matter of producing rapidly deployable useful structures allows our military to provide immediate structural shelter capacity in quantities scalable, from as little as six-man barracks, up to dozens of structures of different types, as needed, with a rapidity and quality not before achieved with any other form of rapid deploy construction system or product. One aspect of real-world problems that the innovative subject matter of my invention addresses, are the problems of trying to deploy stable, safe and weather-tight outposts in austere locations. The presented inventive subject matter of my invention will be seen to possess all necessary attributes for successfully and dramatically reducing set-up time and increasing savings in terms of money, manpower and energy, all with additionally increased personnel protection from zone hostilities and adverse environmental conditions. Although the presented subject matter is mentioned in the preferred embodiment above as an example of use solving long-felt needs in disaster response and rapid outpost situations, it will be found that there are many, many uses for my inventive subject matter in all areas of construction, ranging from a kit to build a backyard retaining wall, all the way up to multi-story commercial or residential styles that fill the world&#39;s need for rapid-build, super-stable, seismically-safe and rapidly-built dwellings and buildings. 
         [0011]    The presented inventive subject matter discloses a new method of constructing many types of useful structures of “permanent quality and structural stability” by use of specially-designed, interrelated components that create a continuous, multiple-column wall and foundation system inserted down a series of mated track components configured into useful structural configurations that allow a rapidly deployable structure to be made without the need for tools, scaffolding, cranes or other materials handling equipment to construct. The presented inventive subject matter also discloses an assembly facilitating track and channel layout, and repetitive action system of construction that enables unskilled assemblers to construct high-quality structures without previous construction experience. The inventive subject matter further comprises an innovative system of components that are designed to interrelate in an off-set and counterbalancing manner that effectively distributes structural weight and gravitic force in a way that favorably assists assemblers in the ease of assembly and in the creation of an extremely stable final structural assembly, not before realized in other rapidly deployable systems of construction. 
       DETAILED DESCRIPTION OF THE INVENTION 
       [0012]    The present inventive subject matter components provide the combat outpost construction foreman with a redundant layout and repetitive task system of construction that requires no previous construction skills by the assemblers, and no tools. The sections literally lock together, section to section, wall to wall, component to component, down a “train track” type format that creates room shapes via the use of straightaways and corner tracks that create single or multiple barracks, operations rooms, latrines, kitchen storage centers and weather shelter rooms as needed. One major advantage and key to the immediate structural strength and rapid formation of these incredibly strong instant structures is the fabric-hinged wall panel system that allows the walls to ship “flat”, then accordion-out, to a wide displacement width, creating walls the width of approximately two feet or more, as needed, for the environment. The wide-track wall combinations described in the inventive subject matter creates an instant stability of the structure components as it is being assembled, greatly assisting in the speed of assembly, as no reinforcements, such as scaffolding, are needed during the structure assembly to keep it from falling over during construction. As the wide wall is opened up by the two-man installer teams, it is increasingly laterally supported by a series of wide-span I beam keys that are inserted into “railroad” track-like sections with a “stretched fabric friction fit” that runs the entire height and length of the wall section creating an incredibly ridged wall, with the mass and strength similar to that of a “large oak desk”. As you add more walls down the wide-track up to the mass-transferring corner track, the same mass and width of the straightaway section allows the structure to become even more cubically strengthened, which further increases the width and mass. As the structure rapidly takes shape by just the two-man teams, with no tools, it is easily seen by even an untrained observer that there is the creation of a phenomenon best described as a “foundation wall”, with an instant stability capable of standing even storm-force winds without the need for a traditional foundation system to anchor the walls to. This formation allows the structural wall and load-bearing lateral I beam columns to now accept an even further stabilizing, load-bearing, “capping track”. This addition leads now to another construction breakthrough and benefit of an incredibly stable and strong, catwalk working platform that allows now for the rapid installation of the slide-in-place roof beams, that because of the strength and stability of the wall system, can easily be positioned and assembled section by section, without the need for scaffolding, ladders, wall supports, forklifts or cranes. As the “large oak desk” stability develops immediately after the first section of track and wall is started, a feeling of rapid production of even just a two-man team is experienced. This is further enhanced by the fact that even a heavy wind gust will not blow down the wall section just erected, and ruin your actual progress and feeling of good progress once started! 
         [0013]    The present inventive subject matter also provides various new benefits to construction crews in hostile, austere, and disaster zones not previously available with any other system of construction which greatly accelerates or indeed, makes possible at all, remote, austere, or hostile site construction. 
         [0014]    The present inventive subject matter allows users of the inventive subject system to bring all materials needed for a complete combat outpost or temporary shelter in easy-to-transport components, which can be loaded on many transport options, including a military aircraft skid, a common flatbed trailer, a pick-up truck, or the components can even be hand-carried, piece by piece, if needed, to access remote site set-ups or emergency zones that are cut off from vehicle traffic. 
         [0015]    The present inventive subject matter also specifically addresses problems with materials-theft and security, in that there are no individual custom pieces that would stop the construction process, if stolen. Since the component pieces are designed for interchangeability, a few extra spares would allow continuity of construction in the unlikely instance of theft, damage or loss. 
         [0016]    The present inventive subject matter also addresses and handles a major slowdown issue common during construction in austere, war or disaster zones. Due to the immediate high level of stability of the walls, just setting up the very first wall during assembly, sudden high winds, rain or snow will not ruin assembly progress, if encountered. Also, the worries (associated with cement hardening, scaffolding acquisition and assembly, brackets, screws, and by damage to unfinished structural components, such as dry wall and untreated wood that is associated with traditional construction practices and materials) are eliminated by the present invention&#39;s rapid deployment and finished structure timeline which, even with as few as two unskilled personnel, can set up a large habitable weather-tight structure in just over an hour. 
         [0017]    The present inventive subject matter was designed specifically for immediate construction results under all conditions. Untrained personnel are a key factor that slows, halts, or worse yet, can ruin any gained progress back to a “start-over condition”, if unsafe or inadequate earlier construction steps are discovered. The Wide Track innovation of the present invention ensures that a solid “okay to move forward” structure is produced by just two-man teams. Training is designed to be “on the spot” and done by mimicry, if necessary, due to language barriers when using locals to assist in construction. This is accomplished by laying out the track in the desired shape and size of the room desired, and then demonstrating the first wall section being inserted into the first section of track, then being secured by the first I beam followed by a second and third “I” beam on a “friction fit” basis. Then, through coaching the foreign language team through the next section as described, they quickly become proficient in construction and become the bale to teach others of their own language how to construct as well. 
         [0018]    The present inventive subject matter also addresses and handles construction delays due to poor construction skill and technique. Unlike traditional structures that need special skills to work out well, the present invention provides assemblers with a built-in, “check as you go” installation quality control process, that makes it easy to see they are on the right track for assembly. Because the foundation tracks provide a positive alignment quality, installers are ensured of success as every four feet of wall is assembled and as the tracks ensure proper line-up and friction fit, according to the room shape and dimension requirements. 
         [0019]    The present inventive subject matter also addresses the necessity for a construction crew to obtain, maintain and secure a wide variety of tools, such as hammers, saws, screw guns, drills, scaffolding, saw horses; all of which can slow or stop construction on site if not available, stolen or broken. Additionally, the highly stable wide “catwalk style,” load-bearing capping track on the top of the wall assemblies is easily navigated by assemblers for roof beam and roof panel installations, eliminating the need for scaffolding. 
         [0020]    The present inventive subject matter also introduces a security benefit, in that the structures go up so fast that construction crews can, the first night on site, be in a secure and solid homelike structure. While local labor is commonly offered and sometimes essential to building a relief outpost or temporary shelter, two common problems that accompany this labor-support effort are their lack of familiarity or skill with use of tools, and the language barrier in teaching or directing them in the construction process. While this interaction can be a great way to win hearts and minds in the host country, slowdowns, damage and vested interests can occur because these factors that can greatly delay the construction progress. The present inventive subject matter allows a “training by example” system so that unskilled locals can participate in a fast and rapid assembly, and a high morale team of local origin can be created with a true feeling of accomplishment and teamwork between the relief officials and the local population. This can go a long way in building a common bond via mutual accomplishment, creating a hearts and minds success instead of a loss that frequently occurs with low or no progress, inadvertent mistakes or damage, and the inability of some who are willing to participate, but due to a lack of skill, are sidelined and discouraged. 
         [0021]    A common setback and time delay factor on a construction site is in communicating the design, targeting daily progress, and arranging skill-set driven team assignments. Also, as new personnel are added, there is the need to re-brief the new personnel, which takes again more time away from construction. Traditionally, “key” personnel with the most experience or specialized skill are heavily relied upon by leadership for completion. This can present problems in cases of their over-work, transfers, and in rare but documented cases, a “you need me”, and I “know best” attitude that can create problems in second-guessing objectives that can derail the project as well. The present inventive subject matter provides a template for progress in that the foundation tracks lay out “the construction targets for the day” and provides an obvious route for participation by new personnel that gets production occurring with a minimum of redundancy on briefings and loss of production due to “training ramp up” time loss. Also, site management is guided by the number of “walls per hour” that are assembled and the number of “usable buildings per day” that are created. This is in stark contrast to how much time is spent sorting out misunderstandings, improper sequences, cross orders, waiting for decisions, time spent raising morale stemming from slowdowns and stops in progress stemming from the above factors. Also, with the easy assembly and immediate participation “training ramp up”, even previously unskilled personnel can become “key” personnel. 
     
    
     
       A BRIEF DESCRIPTION OF THE DRAWINGS 
         [0022]      FIG. 100-Shows  the wide base foundation track assembly in a useful space configuration 
           [0023]      FIG. 200-Shows  the wide base seismic spring foundation track assembly 
           [0024]      FIG. 300-Shows  the wall assembly, the collapsed format, the process of opening the wall assembly, and the fully opened format 
           [0025]      FIG. 400-Shows  the wall assembly being opened and inserted in stages into the base track 
           [0026]      FIG. 500-Shows  the displacement beams being inserted into the wall and track assembly 
           [0027]      FIG. 600-Shows  one wall assembly being combined with a second wall assembly 
           [0028]      FIG. 700-Shows  a window and door frame assembly being combined with the wall assembly 
           [0029]      FIG. 800-Shows  a window and door frame assembly combined with the wall assembly 
           [0030]      FIG. 900-Shows  the capping track and the base track being combined with the wall assembly 
           [0031]      FIG. 1000-Shows  the wall continuity being transferred through the corner sections 
           [0032]      FIG. 1100-Shows  cumulative wall continuity being transferred through the corner sections 
           [0033]      FIG. 1200-Shows  fully completed wall continuity being transferred through all corner sections 
           [0034]      FIG. 1300-Shows  the process of fully capping the wall assembly reinforcing stability and continuity through the corner sections 
           [0035]      FIG. 1400-Shows  the fully capped wall and track assembly 
           [0036]      FIG. 1500-Shows  wall assembly assisting in crane-free roof beam placement 
           [0037]      FIG. 1600-Shows  the straight roof beam assembly 
           [0038]      FIG. 1700-Shows  the pitched roof beam assembly 
           [0039]      FIG. 1800-Shows  the roof beam connector poles 
           [0040]      FIG. 1900-Shows  the roof panel assemblies 
           [0041]      FIG. 2000-Shows  the roof panel assemblies being installed across the connector poles and between the roof beams 
           [0042]      FIG. 2100-Shows  the roof beam post tensioning rods being installed in the connector poles 
           [0043]      FIG. 2200-Shows  the tensioning process of the tensioning rods on the roof beam and roof panel assembly 
           [0044]      FIG. 2300-Shows  the tensioning caps being inserted in the tension rod assembly 
           [0045]      FIG. 2400-Shows  a floor deck assembly being tensioned by the tensioning rods and the caps 
           [0046]      FIG. 2500-Shows  an exploded-view of the floor beam sections 
           [0047]      FIG. 2600-Shows  the floor beam connecting key connecting two floor beams together 
           [0048]      FIG. 2700-Shows  and exploded-view of the picture window wall assembly 
           [0049]      FIG. 2800-Shows  the process of filling the wall assemblies with sand or gravel 
           [0050]      FIG. 2900-Shows  the light transom feature of a windowless wall assembly 
           [0051]      FIG. 3000-Shows  the in-wall accessories features of the wide wall assembly 
           [0052]      FIG. 3100-Shows  the counterbalancing value of the wall assembly in erecting a wall structure without the need for scaffolding or materials handling equipment, such as a crane. 
           [0053]      FIG. 3200-Shows  the webbed, expandable connecting panels  3201  and  3202   
           [0054]      FIG. 3300-Shows  the webbed expandable connecting panels  3301  and  3302   
       
    
    
     DETAILED DESCRIPTION OF THE DRAWINGS 
       [0055]    FIG.  100 — 
         [0056]    A fully-assembled, rectangular-shaped, lower track assembly is shown in  FIG. 101. 105  show a corner lower track section component.  103  is the intersection which allows a wall system to continue in either direction of the corner assembly, as desired by the end user.  104  is a receiver tab for the straightaway section  110  to interconnect  111  with  105 .  102  and  109  are also interconnect tabs used to connect further track straightaway section  110 .  105  shows a track groove.  107  shows the outer track groove rail and  108  points out the inner track groove rail.  112  shows the track sections slid together to form a seamless continuity to the track system. 
         [0057]    FIG.  200 — 
         [0058]    A fully assembled lower track assembly with seismic connecting springs is shown in  FIGS. 201. 202 ,  203 ,  204 , and  205  show the ability of the track to flex during a seismic event.  205  shows the seismic lower track assembly returned by spring tension back to a level state after a seismic event has been dissipated by the seismic spring assemblies of  202 ,  203 ,  204  and  205   
         [0059]    FIG.  300 — 
         [0060]    Shows the wall assembly, the collapsed format, the process of opening the wall assembly, and the fully-opened format.  301  shows one structural panel section and  302  shows the second structural panel in the pair.  303  shows one flexible panel section and  304  shows the other flexible panel section of the pair.  305  shows the position on  301  that the flexible panel attaching strip  306  of flexible panel  304  is to be attached.  307  shows the position on  301  that the flexible panel attaching strip  308  of flexible panel  303  is to be attached.  310  shows the position on  302  that the flexible panel attaching strip  309  of flexible panel  303  is to be attached.  312  shows the position on  302  that the flexible panel attaching strip  311  of flexible panel  304  is to be attached.  313  shows flexible panels  303  and  304  fully attached to structural panel  301 .  314  and  315  shows the position where  309  and  311  are to be permanently attached to structural panel  302 .  316  is a top-view of the structural panels  301  and  302  permanently connected together by  303  and  304  via attachment strips  306 ,  308 ,  309  and  311  at attachment points  305 ,  307 ,  310  and  312 .  317  shows the wall panel assembly from a side-view in a collapsed state.  318  shows the wall panel assembly from a side-view in a partially open state.  319  shows the wall panel assembly from a side-view in a fully open state.  320  shows a top-view of the outer channel created between  301  and  302 , and  321  shows the inner channel created between wall  301  and  302  when the assembly is in fully opened positioned. 
         [0061]    FIG.  400 — 
         [0062]    Shows the wall panel assembly  317 -A being inserted into the base track  110 -A at the un-opened stage of  401  as a top-view and  402  side-view, the wall panel assembly  318 -A being inserted into the base track  110 -A at the mid-point open stage of  403  as a top-view and  404  as a side-view the opening stages, and the wall panel assembly  319 -A being inserted into the base track  110 -A at the fully open stage of  405  as a top-view and  406  as a side-view.  407  and  408  show the wall assembly being spread apart and held evenly on reinforcing both outer channels and holding both sides at the fully open stage and reinforcing the fully opened state of the inner vertical channel in the center of the wall panel assembly in  321 -A. 
         [0063]    FIG.  500 — 
         [0064]    Shows the framing and load transfer spreader beams  501  and  502  being inserted into the wall and track assembly.  505  shows the bottom of  501  being inserted between the wall panels  301 -A and  301 -B and raised into a vertical position on the left side of the wall assembly at  504 .  506  shows the bottom of  502  being inserted between the wall panels  301 -A and  301 -B and raised into a vertical position on the right side of the wall assembly at  503 .  507  shows the wall assembly with  501  fully vertical and in place on the left side and  508  shows the wall assembly with  502  fully vertical and in place on the right side of the wall assembly, and inserted and in place into the track assembly  110 -B. 
         [0065]    FIG.  600 — 
         [0066]    Shows the separator framing and load transfer spreader beam  601  being inserted between the two wall and foundation track assemblies of  605  and  609  at  602 .  603  and  604  show the separator tab feature of  601 .  606  shows a top-view of  601  and a top-view of the separator tab feature of  603 .  607  shows a side-view of  601  slid tight against wall and foundation track assembly  605  and  608  shows a top-view of  601  slid tight against wall and foundation track assembly  605 .  610  shows a side-view of wall assembly  609  being slid against  601  in the direction of  605 .  612  shows  609  slid into a final position tight against  601  and  605  to create a finished look shown at  611  between the wall assemblies  605  and  609 .  613  and  614  shows the top-view of the separator tabs fully seated between  605  and  609  wall assemblies. 
         [0067]    FIG.  700 — 
         [0068]    Shows the end cap assemblies of a finished end cap at  701  and an internal end cap with an interlock feature at  702  and  706 .  705  shows a door and window frame, and  703  and  704  show the slotted receiver features of  705 , and how they connect with interlock features  702  and  706 . 
         [0069]    FIG.  800 — 
         [0070]      FIG. 801  shows a top and side-view of a door assembly and  802  shows a top and side-view of a window assembly combined in a finished state between two wall and track assemblies. 
         [0071]    FIG.  900 — 
         [0072]    Shows a top and side-view of the wall and track assembly components and how they combine together to form a structure.  901  shows the lower foundation track assembly and  902  shows the mating top capping track assembly that caps the bottom and top of wall assembly  903 .  904  and  905  shows the top capping track fitting in place on the top of wall assembly  903 .  906  and  907  show the lower foundation track assembly fitting into place on the bottom of wall assembly  903 .  908  and  909  show a side-view of the top capping track fitting in place on the top of wall assembly  903  and  910  shows a side-view of the lower foundation track assembly fitting into place on the bottom of wall assembly  903 .  912  shows a front and side-view of the upper track assembly fully fitted on top of wall assembly  903  and  911  shows a front and side-view of the lower foundation track assembly fully fitted on the bottom of wall assembly  903 . 
         [0073]    FIG.  1000 — 
         [0074]    Shows the lower corner foundation track populated with two perpendicular intersecting structural wall assemblies.  1001  shows the lower corner foundation track assembly and  1002  and  1003  show the corresponding wall for each vector of the corner assembly.  1004  shows a corner foundation base track that allows the corner foundation continuity to pass to the individual wall assemblies of  1003  and  1004 .  1005  and  1006  show the continuation of the straightaway sections of the lower foundation base tracks, as well as showing the continued inward corner stabilization effect of the combined track assemblies.  1007  shows wall assemblies  1002  inserted into the  1001  base track, forming one vector of wall continuity and inward stability at  1010 .  1008  shows the wall assembly  1003  inserted into  1001 , forming a perpendicular vector of wall continuity and inward stability at  1009 .  1011  shows the combined vector stability of both perpendicular vectors of structure towards a common center of the progressing structure. 
         [0075]    FIG.  1100 — 
         [0076]    Shows three lower corner foundation track assemblies  1101 ,  1102  and  1103 , each populated with two perpendicular intersecting structural wall assemblies.  1101  shows one of the lower corner foundation track assemblies and  1116  and  1117  show the corresponding wall for each vector of the corner assembly.  1101  shows the lower corner foundation track that passes continuity to pass to the individual wall assemblies of  1116  and  1117 .  1106  and  1107  shows the continuation of the straightaway sections of the lower foundation base tracks, as well as showing the continued inward corner stabilization effect of the combined track assemblies at  1104  and  1105 .  1102  shows the second of the lower corner foundation track assemblies, and  1118  and  1119  show the corresponding wall for each vector of the corner assembly.  1102  shows the lower corner foundation track that passes continuity to pass to the individual wall assemblies of  1118  and  1119 .  1111  and  1110  shows the continuation of the straightaway sections of the lower foundation base tracks, as well as showing the continued inward corner stabilization effect of the combined track assemblies at  1109  and  1108 .  1103  shows the third section of the lower corner foundation track assemblies and  1120  and  1121  show the corresponding wall for each vector of the corner assembly.  1103  shows the lower corner foundation track that passes continuity to pass to the individual wall assemblies of  1120  and  1121 .  1114  and  1115  show the continuation of the straightaway sections of the lower foundation base tracks as well as showing the continued inward corner stabilization effect of the combined track assemblies at  1112  and  1113 .  1122  and  1123  indicate the continuation of the vector development towards a completed four-wall structure and  1124  shows the combined vector stability of three perpendicular corner vectors of structure towards a combined common center of stability as shown in the progressing illustrated structure. 
         [0077]    FIG.  1200 — 
         [0078]      1201  shows a fourth lower corner foundation track and wall assembly, completing a four-corner structure populated with two perpendicular intersecting structural wall assemblies shown at  1202  and  1203 .  1201  shows one of the lower corner foundation track assemblies and  1202  and  1203  show the corresponding wall for each vector of the corner assembly.  1201  shows the lower corner foundation track that passes continuity to pass to the individual wall assemblies of  1202  and  1203 .  1204  and  1205  show the continuation of the straightaway sections of the lower foundation base tracks, as well as showing the continued inward corner stabilization effect of the combined track assemblies at  1206  and  1207 .  1208  shows the combined vector stability of all four perpendicular corner vectors of a structure, towards a combined common center of stability as shown in the illustrated structure of  1200 . 
         [0079]    FIG.  1300 — 
         [0080]    Shows how the capping track adds to the combined vector stability of all four perpendicular corner vectors of a structure towards a combined common center of stability at  1308 .  1301 ,  1302  and  1303  show the capping tracks fitted in place on top of three of the four walls of the illustrated structure of  1300 .  1306  and  1307  show capping tracks  1304  and  1305  being installed on the fourth wall assembly of the illustrated structure of  1300 .  1304  and  1305  show a finalization of the combined enhanced vector stability of all four perpendicular corner vectors being capped by  1301 ,  1302 ,  1303 ,  1304  and  1305  of a structure towards an enhanced combined common center of stability at  1308 . 
         [0081]    FIG.  1400 — 
         [0082]    Shows a fully capped four-wall structural assembly forming a combined common center of stability at  1405  formed by corner vector stabilization occurring at corner structural assembles  1401 ,  1402 ,  1403  and  1404 .  1406  shows a side-view on one wall section and  1407  and  1408  show an end-view of  1406 .  1409 ,  1410 ,  1411 ,  1412 ,  1413 ,  1414  and  1415  illustrate the vertical stability of the wall structure at both ends and across the entire wall section, and shows how capping contributes to creating an overall structural stability throughout the wall superstructure as shown at  1416 ,  1417 ,  1418 ,  1419  and  1420 . 
         [0083]    FIG.  1500 — 
         [0084]    Shows the structural stability of the wall assembly in  1416 ,  1417 ,  1418 ,  1419  and  1420  being used in  1501  against structure  1504  to first fulcrum a roof beam into position, then to use it again to move the roof beam against structure  1504  into a cantilever position at  1502 , and then use it again, complete the roof beam&#39;s placement in a bridging position,  1503  between  1504  and structure  1505 , while the wall assembly remains fixed and stable at ground level as shown in  1506  and  1507 . 
         [0085]    FIG.  1600 — 
         [0086]    Shows a three-part, slide-together roof beam assembly, locked together on assembly by interlock poles,  1611 .  1601  shows a side-view of the inner I beam assembly and  1602  shows it from an end-view.  1603  shows a second section of the three-part roof beam from a side-view and  1607  shows an end-view of its double I beam construction.  1604  shows a third section of the three-part roof beam from a side-view and  1607  shows an end-view of its double I beam construction.  1608  shows how the inner I beam and the double I beam mate together when  1601  is slid into  1602  and  1603 , as shown in  1605  and  1606 .  1609  and  1610  show the holes that line up when the assembly is slid together, and  1611  shows the interlock pole that locks the assemblies together,  1613  when slid through both  1601  and  1604 , as shown in  1606 .  1612  shows the interlock pole fully inserted through  1601  and  1604 .  1614  shows an interlock pole going through the hole at  1615 , and  1616  shows the action of the remaining interlock poles going through sections  1607  and  1608 , which are now slid fully together over  1601 , combining to form a single roof beam assembly,  1619 .  1618  shows a front-view of interlock pole  1612 . 
         [0087]    FIG.  1700 — 
         [0088]    Shows a three-part, slide-together, pitched roof beam assembly, locked together on assembly by interlock poles.  1701  shows a left side-view of the outer double I beam assembly and  1705  shows a right side-view of a double outer I beam assembly.  1702  shows two wedging blocks designed to pitch the inner I beam and  1704  shows a block for maintaining pitch at the center point of the beam assembly.  1703  shows a front and side-view of the inner I beam assembly, and  1706  shows the inner framing studs of the outer double I beam assembly.  1707  shows a front and bottom cross-section view of the roof beam assembly from an end-view.  1708  shows a top-view of the roof beam assembly and  1709  shows a side-view of the entire assembly.  1710  shows the completed assembly from a front-view. 
         [0089]    FIG.  1800 — 
         [0090]      1801  shows an interlocking pole being inserted through a roof beam and  1802  shows another inter locking pole and its orientation to the next adjacent hole in the next parallel roof beam assembly.  1803 ,  1804 ,  1805  and  1806  show interlocking poles fully positioned thorough all the parallel roof beam assemblies.  1807  indicates a gap between the roof beams, to allow for a roof panel to slide into position between the beams.  1808  and  1809  show the adjacent roof beam gaps ready for roof panel positioning. 
         [0091]    FIG.  1900 — 
         [0092]    Shows the roof panel assembly components of two roof panels, with gasketed edges and a gasketed center, connecting coupler assembly designed to marry the two panels together as a complete assembly.  1901  and  1902  show a roof panel frame section with receiver grooves to receive roof panel plates  1905  and  1906 .  1903  and  1904  shows an opposite roof panel frame section with receiver grooves to receive roof panel plates  1905  and  1906 , when assembled.  1907  and  1908  show two roof panel sections placed in an opposed position with a center coupler assembly in the center between the two positioned to couple the roof panel sections together. The components of  1909  are shown from a side-view as the top coupler member beam,  1910 , the gasket flaps are shown in  1911  and  1912  and the upper vertical separator is shown at  1913 . The middle coupler beam is shown at  1914  and the lower vertical separator is shown at  1915  followed by the lower coupler beam shown at  1916 . The gasketed edges of the roof panels are shown at  1917  and  1918 .  1919  and  1920  show the side-view of two completed roof panels positioned to couple with the center coupler shown from a side-view as  1921 .  1922  shows a side-view of the roof panel assembly, fully assembled.  1926  shows a top-view of the installed center coupler.  1924  and  1925  show a side and a top-view of the center coupler gaskets in place in the roof panel assembly and  1927  points out a top-view of the roof panel gasket. 
         [0093]    FIG.  2000 — 
         [0094]    Shows the roof panel assembly being installed in the roof beam assembly.  2001  shows one roof panel,  2003  shows the center coupler and  2002  shows the opposite mating roof panel assembly.  2004  shows a second roof panel,  2006  shows a second center coupler and  2005  shows the opposite mating roof panel assembly.  2008  shows a third roof panel,  2009  shows a third center coupler, and  2007  shows the opposite mating roof panel assembly.  2010  shows a fully assembled roof panel, in place, on top of and across the interlocking poles, and set between roof beam  2011  and roof beam  2012 . 
         [0095]    FIG.  2100 — 
         [0096]    Shows the roof panel assemblies being secured in the roof beam assemblies across the entire roof by a series of tensioning rods.  2100  shows tension caps designed to cap the interlocking pole end,  2102  shows the nut for the tension rod and  2103  show one tension rod being inserted into one of the poles of the interlock pole system.  2104 ,  2105 ,  2106  and  2107  shows four more sets of tension poles, tension caps and tension rod nuts being installed in the interlocking pole system.  2108  and  2109  show the tension rods, with the tension caps and tension rod nuts assembled and fully inserted in the interlocking system.  2110  shows the end of the first tension rod extending through the entire interlocking pole system  2111  shows the tension cap and  2112  shows the tension rod nut used to tighten the tension rod, so as to squeeze the roof beam assembly together against the edges of the roof panels into a single unit body.  2113  shows the end of the first tension rod extending through the entire interlocking pole system,  2114  shows the tension cap and  2115  shows the tension rod nut used to tighten the tension rod so as to further squeeze the roof beam assembly together against the edges of the roof panels into a single unit body. 
         [0097]    FIG.  2200 — 
         [0098]    Shows a side-view of the entire roof assembly, fully-squeezed and tensioned together into a single unit body.  2201  shows the squeezed tension of the end of the left side of the roof assembly and  2202  shows the squeezed tension of the right side of the roof assembly.  2204  shows the left side of the roof assembly, tensioned together into a single-unit body and  2203  shows the right side of the roof assembly, tensioned together into a single unit body. 
         [0099]    FIG.  2300 — 
         [0100]    Shows a side and top-view of the entire roof assembly, fully-squeezed and tensioned together into a single unit body.  2201  shows the squeezed tension of the roof assembly from a side-view and  2202  shows the squeezed tension roof assembly from a top-view. 
         [0101]    FIG.  2400 — 
         [0102]    Shows a side and top-view of the entire floor assembly, fully-squeezed and tensioned together into a single unit body.  2401  and  2402  show the floor panels being placed between the floor beam assemblies.  2403  shows a floor panel, fully inserted in the floor beam assembly.  2405  shows a top-view of the floor beam and panel assembly, full-assembled and placed on the ground  2404 . 
         [0103]    FIG.  2500 — 
         [0104]    Shows a side and top-view of the entire floor assembly, fully-squeezed and tensioned together into a single unit body.  2501  and  2502  show the floor panels being placed between the floor beam assemblies.  2503  shows a side-view of the floor panel, fully-inserted in the floor beam assembly, placed on a ground area,  2504 .  2505  shows a top-view of the floor beam and panel assembly, fully-assembled and placed on a ground area  2506 . 
         [0105]    FIG.  2600 — 
         [0106]    Shows a side and top-view of two floor assembly beams spliced together into a single unit.  2601  shows a splice key being inserted into floor beam assembly  2602  and floor beam assembly  2603 .  2602  shows one floor—the floor panels being placed between the floor beam assemblies.  2604  shows a side-view of the splice key connecting the two floor beams together at  2605 . 
         [0107]    FIG.  2700 — 
         [0108]    Shows an exploded-view of the components of a wide, picture-window assembly.  2701  shows the lower base track assembly and  2702  shows the top capping track assembly.  2703  and  2704  are the upper I beam inserts for the upper wall panel assembly,  2705 , and  2706  is the base track of the upper wall assembly.  2707  and  2708  are the framing members forming a window-frame system, when placed in connection with the lower wall section capping track,  2709 .  2710  and  2711  are the lower I beam inserts for the lower wall panel assembly,  2712 .  2713  shows the assembly being combined together as a single unit, and  2714  shows it fully combined as a unit.  2715  shows the assembly in-place, in a wall assembly and picture-window configuration. 
         [0109]    FIG.  2800 — 
         [0110]    Shows a wall assembly designed to be filled with sand, gravel, cement or other natural construction filler material. It shows a side-view of a wall assembly,  2801  being opened-up from a collapsed position at  2802 , then being opened further at  2803 , into a fully-opened position at  2804  and  2805 .  2806  shows a top-view of a wall assembly with I beams  2807 ,  2808 ,  2809  and  2810 , in place, forming a wall capable of containing sand,  2811 .  2812  shows a side-view of a wall assembly filled with a sand-filler.  2813  shows a side-view of the wall assembly being filled with sand.  2816  shows an end-view of the sand-filled wall assembly top, enclosed by the lower capping track,  2815  and the upper capping track,  2814 . 
         [0111]    FIG.  2900 — 
         [0112]    Shows a wall assembly designed to allow natural light to indirectly transfer through the top capping track, through the wall assembly and into the room structure created by the wall assembly. It shows the wall assembly,  2901  being opened up from a collapsed position at  2902 , then being opened further at  2903  into a fully-opened position at  2904  and  2905 .  2906  shows a top-view of a wall assembly with a reflective plate,  2907  inserted into the center wall assembly section.  2908  shows light, being transmitted through a wall top window assembly at  2909 , then being reflected at point  2910  and retransmitted through side window  2911 .  2912  shows a full wall assembly gathering light, and  2913  shows the reflected light emanating from the side window assembly.  2914  shows a top-view of the light being reflected through the light transfer wall assembly. 
         [0113]    FIG.  3100 — 
         [0114]    Shows the counterbalancing value of the wall assembly in erecting a wall structure without the need for scaffolding or materials handling equipment, such as a crane.  3101  shows the wall assembly in a ship-flat state.  3102  shows the wall assembly being wedged against the lower channel track.  3103  shows the walk-up, counter-balance value of the wall assembly as the wall assembly is walked-up and tipped into place in the opposite track in  3104  and  3105 , and  3106  shows a staging balanced state where each wall top is evenly balancing the weight of both walls in counterbalance erect-state, without the need for temporary scaffolding or support beams. At  3107 , the wall assembly is being opened up at the top and at  3108  the wall assembly is full-opened and ready for further assembly. 
         [0115]    FIG.  3200 — 
         [0116]    Shows the webbed, expandable connecting panels  3201  and  3202  flanked by battens  3203 ,  3204 ,  3205  and  3206 , each with a series of attachment holes for rapid alignment, balanced placement and rapid attachment to the two wall panels,  3207  and  3208  outfitted with corresponding attachment holes.  3209  and  3210  show a top-view of the attaching pins that connect the wall panel and battens together.  3211   3212 ,  3213  and  3214  show a top-view of the attaching pins connecting the battens  3215 ,  3216 ,  3217 , and  3218  to the two wall panels,  3208 - a  and  3207 - b .  3220  shows the action of an unattached batten,  3219  being attached to the opposite wall assembly at hole pattern series  3221 .  3222  shows a completed assembly with both wall panels coupled together by both webbed connecting panels via the installation of the attaching pins.  3222  shows the completed wall panel assembly from a side-view in a collapsed shipping and transport state.  3223  shows the wall panel assembly from a side-view in a partially-open state.  3224  shows the wall panel assembly from a side-view in a more open state and  3225  shows the wall panel assembly from a side-view in its fully-deployed state.  3226  shows the final assembly from a side-view and  3227  shows the final assembly from a top-view. 
         [0117]    FIG.  3300 — 
         [0118]    Shows the webbed, expandable connecting panels  3301  and  3302  flanked by battens  3303 ,  3304 ,  3305  and  3306 , each with an adhesive strip for rapid alignment, balanced placement and rapid attachment to the two wall panels,  3307  and  3308 , outfitted with corresponding adhesive strip.  3309  shows a top-view of the attaching strips being placed together to connect the wall panel and battens together.  3311   3312 ,  3313  and  3314  show a top-view of the adhesive strips on the wall panels  3308 - a  and  3307 - b  corresponding to the adhesive strips connected to the battens  3315 ,  3316 ,  3317 , and  3318 .  3220  shows the action of an unattached batten,  3319  being attached to the opposite wall assembly at the corresponding adhesive strips at  3321 .  3322  shows a completed assembly with both wall panels coupled together by both webbed connecting panels via the corresponding adhesive strips.  3322  shows the completed wall panel assembly from a side view in a collapsed, shipping and transport state.  3323  shows the wall panel assembly from a side-view in a partially-open state.  3324  shows the wall panel assembly from a side-view in a more open state and  3325  shows the wall panel assembly from a side-view in its fully-deployed state.  3326  shows the final assembly from a top-view.