Metrideck Rapid Deployment and Reconfigurable Structural System for temporary or semi-permanent buildings such as trade show displays, corporate lobbies, or Museum Displays

Information

  • Patent Application
  • 20250223793
  • Publication Number
    20250223793
  • Date Filed
    January 06, 2024
    a year ago
  • Date Published
    July 10, 2025
    2 months ago
Abstract
A rapid deployment and reuseable, multi-level structural system called Metrideck that uses traditional types of walls structures and handrail. Metrideck system includes (a) a set of vertical columns each with a set of attachment features; (b) a set of pre-manufactured beams each said beam with a set of attachment features; (c) a Quicset® for connecting beam and columns; (d) a deck panel with hardware to attach it to the beams and with slots to attach a hanger bracket to connect to the wall structure; (e) a series of curbing that encircles the deck panel perimeter with a set of attachment features; (f) a stair system; and (g) a set of handrail/guardrails wherein the decking system maintains a modular relationship to the mating wall structures, provides multiple platform configurations, uses fewer components, and provides a higher strength to weight ratio compared to other rapid deployment structural systems.
Description
CROSS-REFERENCE TO RELATED APPLICATIONS

None.


FIELD OF INVENTION

This invention relates to a Metrideck Rapid Deployment and Reconfigurable Structural System for temporary or semi-permanent buildings such as trade show displays, corporate lobbies, or Museum Displays. The present novel technology relates generally to building construction and, more particularly, a system of deck, beam, and column construction for supporting various items including walls and displays. This system relates to a structure for supporting walls, product spaces, interlocking wall panels, decks, and various other components that are useful in rapid and reconfigurable construction of building units, exhibition stands, corporate lobbies, and display modules as an example, or a temporary exhibition multiple-story structure. This system of support is configured to interlock with one or more adjacent supports.


The building system is directed to systems and methods of constructing temporary or re-locatable structures and relates to support structures such as modular wall systems, the structure having an improved beam and column system to secure decks, stairs, and wall panels in various arrangements. The present invention relates generally to a structural support system for a variety of items and allows for interconnection of adjacent panels without the need for special tools and/or detachable parts.


FEDERALLY SPONSORED RESEARCH

None.


SEQUENCE LISTING OR PROGRAM

None.


BACKGROUND and PRIOR ART

As far as known, there are no Metrideck Rapid Deployment and reconfigurable Structural systems for temporary buildings such as trade show display systems or the like. It is believed that this product is unique in its design and technologies.


BACKGROUND

This background as to building systems should be useful. Prefabricated structures have become a mainstay in modern society. A modular temporary exhibition stand is a temporary building which consists of several walls and can be constructed or dismounted and removed rapidly when needed, wherein the main components have a modular design and are usually frame modules provided with installation holes. After installation, display materials, panels, canvases, and suchlike are assembled on the several walls of the exhibition stand to obtain the ideal layout. In some cases, display screens are desired on the surface of one or more of the walls of the exhibition stand to improve the aesthetic and visual effect of the exhibition stand. The display screens used in the exhibition stand should meet the requirements of a modular design. At present, there is not a good solution available in the industry to integrate display screens in temporary exhibition stands with multistory structures in a modular manner. Panel supports are frequently used in large areas, such as conference centers and office buildings, to segregate large areas into smaller, separate areas. The panel supports may be linked together to create segregated areas and may hold panels that act as walls between the segregated areas. A large area may then be used as if it were segregated by permanent walls that are part of the permanent structure of a building enclosing the large area. A group of linked panel supports may be temporarily installed in the large area or may remain in place permanently in the large area. In addition, in some instances, such as conferences, temporary exhibits, temporary shows and other temporary events, multiple events are scheduled back-to-back in a single venue. In such cases, the panel supports used for a particular event must be assembled and/or disassembled quickly, and possibly reconfigured, which may further increase the labor costs associated with preparing for the event.


Portable displays have found wide usage in today's business environment, particularly with respect to businesses which participate in conventions, trade shows, seminars, and other such events. Due to the nature of this application, such portable displays are typically assembled and disassembled by a limited number of people at the exhibition site. Thus, a basic design requirement of such portable display devices is a minimization of weight, number of parts and structural complexity, coupled with a maximization of durability and aesthetic appearance. The essence of a prefabricated structure allows for the various parts to be uniformly fabricated at a centralized location and then assembled at the appropriate destination into varying structures. Traditionally, these structures are premised on a series of components such as decks, beams, and columns. Post and beam structures are known to be useful for portable construction, as they are only needed for a limited duration and then must be broken down to free up space. Traditionally, these structures have taken on various forms such as scaffolding, stages, exhibition displays for conference halls, and the like. The complexity of these post and beam structures continues to develop, involving more elaborate designs, some of which have exceeded the intended limitations of the system. The display structures, created by utilizing a post and beam system, can involve multi-story levels which introduce additional strength requirements. Not only would the post and beam structure require sufficient strength to support its own weight, but it must also support the added weight and vibrations associated with the increased traffic of people traversing the structure. As these structures are not permanent, there must be a balance between simplicity of construction and sufficient structural strength to ensure safety of use.


The complexity of multi-storied post and beam structures require a simplistic construction and deconstruction process, which at present, remains limited with available technology. As the structures become more complex, the need for simplicity of design and ease of construction become more apparent. This can be crucial, as post and beam structures have a vulnerability to vibration due to the high number of connection points. A commonly available technology incorporates an I-beam style support, which terminates into structure posts with angular bolted moment plates. A post and beam system based on this design will require additional labor and time to secure each connection. As the moment plate is the only connection holding the beam in place, additional manpower will be required until the plate can be fully secured. Depending on the size and design of the structure, this I-beam may require additional equipment to aid in the lifting and placement of the beam which increases the cost of assembly and breakdown. Time is also a factor in this type of construction, which can be complicated because of alignment issues during the placement of the beam and post. A rush on time or additional manpower to aid in the assembly can create undue complications, which in turn can affect the overall integrity of the structure and the installation cost.


Once the beam and post frame has been completed, a deck structure is typically added to make the stage for each level of the design set. Some systems incorporate a locking design that bolts the deck to the beam structure. This can add to the integrity of the structure but can also slow the overall time for construction down. A connection system of this style incorporates a locking bolt that inserts into the top face of the beam. As the size of the structure increases, so do the number of required locking bolts. If the structure is not properly aligned, full engagement of the locking bolts may be inhibited. This type of secured decking requires additional inspection time to confirm that each bolt was properly seated, otherwise the integrity of the structure could be compromised.


A multi-storied structure can increase the overall weight without accounting for stresses exerted on the lower levels. As the size of the design set increases, the connections of the temporary structure should aid in reducing the weight while increasing the safety of the structure. Current technologies only utilize some variation on the moment plate design, which is usually formed from steel. A connection of this kind adds to the overall weight and construction time without positively helping and impacting the overall integrity of the structure. While the moment plate can adequately secure each beam to a corresponding post, the process is time consuming and cumbersome. A quicker system for connection that reduces the overall weight while aiding in alignment of each component would greatly improve the quality of structure. An exhibition construction system in which a so-called tension lock is used as a connector for connecting a support, in other words an upright, and a frame, in other words a beam, disposed to be perpendicular thereto is known from Europe. The tension lock has two hooks which engage in an undercut groove in the support. The hooks can be retracted by means of an eccentric in the tension lock such that, on account thereof, an end side of the frame is pulled toward a lateral face of the support. The connection is released in the event of a failure of the spring.


Post and beam structures have been favored because of their ability to be broken down and efficiently shipped to the next location. Each component must be easy to handle and functionally interchangeable with the remaining system, therein maximizing the utility. Versatility of design can be limited by the beam and post system. The moment plate style of connection can create an obstructive hindrance interfering with infrastructure placement. The placement of infrastructure, like electrical wires, can become labor intensive as the size of the structure increases. Prefabricated structures need to minimize the required components while maximizing versatility and efficiency of the structure's connection/disconnection points without impeding infrastructure placement.


The conventional trade show display is a semi-permanent reusable display designed for long-term usage. These are generally custom fabricated, and are very heavy and durable, allowing for frequent reuse. Such displays are very costly to buy as well as to use. For transport, the displays must be broken down into numerous component parts, which are then crated for shipping. In a typical installation, such assemblies must be received at a proper loading dock and constructed by the exhibit site personnel at a substantial cost. Frequently, only venue employees are allowed to unload and construct the exhibit display. This can dramatically increase the costs of setting up a large exhibit. For example, an exhibit displays large enough to fill a semi-trailer may cost approximately $4,000 to ship across the country. However, local drayage (the unloading of the trailer at the exhibit dock and the carrying of the exhibit pieces to the display area) may cost an equal amount, just to move the exhibit display pieces the final 100 feet. These local drayage costs are based upon the manpower required to unload the exhibit display and the time required for doing so. These factors are typically directly related to the weight and size of the individual exhibit display pieces. Extremely high drayage costs are the norm in the trade show exhibit industry, because the exhibit displays must be sturdily constructed in order to withstand constant assembly, disassembly, and shipping.


Problem Solved

A Metrideck Rapid Deployment and Reconfigurable Structural System would meet a series of needs including: (1) Fast and Safe Set-up. (2) QUICSET® fasteners. (3) Beam Design. (4) Column Design. (5) Staircases. (6) Deck Panels and Curbs. (7) Integration with Metric Wall Systems in the market. (8) Custom Designs for rapid deployment and reconfigurable wall systems. (9) Ease of Assembly. (10) Optimized structural strength by design. (11) Security of joints and connections. (12) Maximized utility of design with different walls systems. (13) Minimum required inventories as the beams and columns can be reconfigured to satisfy different designs. The present novel technology of the Metrideck Rapid Deployment and Reconfigurable Structural system addresses these needs as well as many more.


PRIOR ART

As far as known, there are no Metrideck Rapid Deployment and Reconfigurable Structural System for temporary or semi-permanent buildings or the like. It is believed that this system and combination of components is unique in its design and technologies. A novelty search revealed:

    • A. US Patent Application 2018/0209144 by Hedgcock made in 2018 for a System and Method of Interlocking Wall Panels. An interconnectable wall panel system and method of forming and assembling the same are provided. A plurality of wall panels is provided that are interconnectable in a predetermined manner and arrangement, and wherein the wall panels comprise features for enhancing ease and accuracy of assembly. Wall panel members of the present disclosure are suitable for use in constructing modular building units, such as bathroom pods.
    • B. German patent DE 10-2007-051-058 issued to Hans Bruder and Octanorm in 2010 and called Mounting bracket and system for creating superstructures. It demonstrates a mounting bracket for a system for constructing abutments, characterized in that the mounting bracket for mounting a clamping profile on a support profile is provided, wherein the mounting bracket, a bridge portion and at two opposite ends of the bridge portion each having at least one support portion and wherein the bridge portion at least two spaced apart openings for insertion of a fastening means, said at least two spaced apart Apertures are formed in the bridge portion in the form of a slot extending to a side edge of the bridge portion, and at least two of the slots extend to opposite side edges of the bridge portion.
    • C. European application EP 2084996 A2 issued to Hans Bruder in 2010 named Support element and system for the erection of exhibition stands and the like. The carrier has cross-like recesses in an outer wall of the carrier, where the recesses form a rear section for fastening of attachment parts. The recesses have cross sections arranged angular to each other, where the sections form a cross-like arrangement. The cross sections of the recesses are designed as passage openings in a side wall of the carrier. Cross protrusions are arranged angular to each other for insertion into the cross-like recesses of the carrier.
    • D. A European Application No. EP 3862502 A1 issued to Van der Vennet and Bematrix in 2020 and called a MODULAR TRUSS STRUCTURE. The above object is accomplished by a truss structure and in particular a truss structure comprising a series of truss base elements, wherein each truss base element comprises a series of elongated structural shapes, a first series of braces, a first series of holes provided on a first outer face of the first elongated structural shape, a second series of holes provided on a second outer face of the second elongated structural shape.
    • E. U.S. Pat. No. 956,642 issued to Klein in 1910 for an Office Partition and the Like. It teaches and shows an elevation of a portion of a sub-partition constructed in accordance with the wall extending from the floor to the ceiling, the floor and ceiling being partially shown in movable sections.
    • F. U.S. Pat. No. 4,030,219 issued to Donavan in 1977 that provides a portable display apparatus is herein disclosed. The portable display apparatus is composed of a plurality of rectangular skeletal frames. Each rectangular skeletal frame of said plurality includes a horizontal hinge, adapted to enable said frame to fold vertically. Each rectangular skeletal frame of said plurality is identical to all other rectangular skeletal frames of said plurality. Each of said frames includes a plurality of opposite vertical members. Each of said vertical members is identical to all other vertical members. Each of said vertical members has a connector portion, and a track portion.
    • G. U.S. Pat. No. 4,583,359 was issued to Staeger in 1986 for a series of Profile Tubes to produce Readily Assembled and Dismantled Structures. It demonstrates a structure with a skeletal framework. Each of said rectangular skeletal frames is adapted to be bolted to other rectangular skeletal frames in either a fixed or pivotal relationship at the connector portions of the vertical members. Each of the rectangular skeletal frames is also adapted to be hingedly connected to the other rectangular skeletal frames. The track portions are adapted to receive a display panel within track portions. The track portions are positioned so that the connector portions do not interfere with the track portions or display panels.
    • H. U.S. Pat. No. 4,951,440 issued to Staeger in 1990 for a structure called a Construction Set for the erection of a supporting structure. It teaches and shows a construction set for the erection of support structures comprising a set of supporting rods and at least one connecting joint containing a plurality of mutually parallel chambers. Cylindrical beads are formed on the ends of supporting rods. Those beads are inserted into the cylindrical chambers of the connecting joint. The chambers are dimensioned to form a clearance relative to the beads to facilitate the insertion of the beads into the chambers. The beads are formed by a rolling-in of the free ends of the supporting rods.
    • I. U.S. Pat. No. 5,816,000 was issued to Izatt et al. in 1998 for a Partition System. The present invention relates to a structural support post for use in a partition system for supporting one or more panels having panel support brackets with hooks at or in the vicinity of edges of the panel. The post comprises a profile tube having a diameter of at least 70 mm and a multiplicity of angularly spaced longitudinal undercut slots, the walls of the slots being provided with insert plates formed and arranged for engagement by hooks provided on the panel support brackets. The support posts may provide, in use, substantially secure support for a security partitioning system.
    • J. U.S. Pat. No. 6,014,842 was issued to Matsubara in 2000 and called a Modular Units, Modular Structures having Modular Units and a Method for Constructing Modular Structures. It demonstrates a modular unit System for constructing a modular structure comprises different modular unit Sets each having an identical modular unit. The modular units of each modular unit Set has connecting Surfaces each for connection to a corresponding connecting Surface of at least one other identical modular unit or to a corresponding connecting Surface of one of the modular units of another of the modular unit Sets to construct a modular structure, such as a building Structure, having a predetermined configuration.
    • K. U.S. Pat. No. 6,065,854 was issued to West et al. and called a LED Modular Display System issued in 2000. It portrays an LED modular display system includes a frame of 7-Support members of triangular cross sections. The frame supports a plurality of LED display modules which include a generally planar front face upon which an array of LEDS is placed. The LED display modules further include inwardly tapered vertical Sidewalls and horizontal upper and lower trapezoidal faces. The Support members of triangular cross section fit flush against the inwardly tapered vertical sidewalls of the LED display modules. Fasteners on the inwardly tapering walls of the LED display modules engage complementary elements on the Support members.
    • L. U.S. Pat. No. 8,572,928 was issued to Bruder in 2013 for System for Erecting Structures and Support Profile. A system for erecting structures includes at least one support profile and at least one clamping profile. The clamping profile is attachable to a lateral face of the support profile and has at least one laterally open first groove, which, in the state of the clamping profile attached to the lateral face, extends parallel to the lateral face of the support profile in relation to its longitudinal direction.
    • M. U.S. Pat. No. 9,382,703 issued to Quinn et al. in 2016 for a System and Method for Constructing Temporary, Re-Locatable Structures. It teaches a system for constructing a re-assemblable structure is disclosed. The system comprises a plurality of wall panels, a plurality of roof panels, a plurality of floor panels, at least one re-adjustable support device adapted to be adjusted to multiple positions, a plurality of skirt panels coupled below at least one floor panel and supported by the at least one re-adjustable support device, a plurality of load-bearing members coupled to the wall panels, a plurality of load-bearing members coupled to the wall skirt panels, at least one floor support suspended between two load-bearing members coupled to the skirt panels and supporting the plurality of floor panels, and at least one roof support suspended between two load-bearing members coupled to the wall panels and supporting the plurality of roof panels.
    • N. U.S. Pat. No. 9,874,011 was issued to Oliveira et al. in 2018 for a Modular Panel System. A modular panel system including a plurality of posts where each post includes a front face, a rear face, and opposed lateral faces. A central channel is formed in the front face where the central channel has a linking opening, a first ledge and a second ledge. Cutouts are formed in the ledges. The rear face includes a panel receiving channel that receives an edge of a panel. A linking element is configured to be secured in the linking opening. The head of the linking element is sized to fit within the first and the second cutouts and be secured by the first and second ledges to couple the first post to the second post. The lateral faces of the coupled posts together form a first side central channel and a first side central channel cutout that is configured to receive a second linking element to couple a third post to the coupled first and second posts.
    • O. U.S. Pat. No. 11,098,494 issued to LeSage in 2021 for a Profile, Frame, and Promotion Booth for the Construction of Stands and/or for Interior Applications and/or for Exterior Applications and a Method for making the Profile and a Use of the Profile.
    • P. A French patent FR2834020A1 by Moise et al. It teaches the partitioning system comprises vertical posts and panels between them. Each post comprises at least one longitudinal T-section groove accessible through one of its ends. Each panel comprises a projecting peg on each lateral edge and near its upper edge having a head which is housed in the post groove.
    • Q. U.S. Pat. No. 10,487,499 issued to Berkowitz in 2019 for a System and Method for an Easily Erectable Modular Business Cubicle. A system and method for forming an easily erectable modular business cubicle is provided. The system/method involves the use of a rectangularly-shaped tile that has distinct connectors on each of its four sides. On one tile side is a single coupling connector and on the opposite is a multiple coupling connector. On the top is a connector comprising a plurality of elongated parallel grooves and on the bottom is a connector comprising a plurality of elongated parallel tongues corresponding to the top connector. These integrated connectors allow a plurality of these tiles to be releasably coupled to each other, both in a horizontal direction and a vertical direction. In addition, since no special tools (beyond a simple torque wrench) or separate connectors are required, a variety of cubicle styles can be easily formed and then later the cubicle can be dis-assembled or reconfigured into a new cubicle style. Tiles of different heights, but with the same connector configurations are also provided.


As can be observed, none of the prior art has anticipated or caused one skilled in the art of building systems and methods of constructing the systems to anticipate this invention by Searle. Nor have they seen this combination and use of components for the system as obvious to a person skilled in the ordinary art of the industry. The Metrideck Rapid Deployment and Reconfigurable Structural system provides an answer to the above-described problems which others in the industry have not demonstrated.


SUMMARY OF THE INVENTION

This invention is a Metrideck Rapid Deployment and Reconfigurable Structural system. Taught here are the ways a building system can be assembled without special tools by tradesmen and using simple lifting means for the tradesmen.


The preferred embodiment of Metrideck is a rapid deployment and reuseable multi-level decking system used with various types of walls and guardrails. It is made of durable materials and includes (a) a set of at least four vertical columns, each column with a set of attachment features such as holes for attachment bolts, holes for a female Quicset®, an adjustable column foot, an inner stiffener, a wire management through hole, and a column extension; (b) a set of at least four horizontal pre-manufactured beams each said beam with a set of attachment features including a beam to column attachment end plate with holes for male Quickset, an intermediate beam support with shoulder bolt, an intermediate beam attachment plate, a beam end, a set of beam lightening openings, and a torsion lock; (c) a Quicset® for each connection of each said beam and each vertical column, each Quicset includes with a pair of threaded structural bolts and nuts to attach to a column and beam, a male Quicset® attached to an end of the beam and a female Quicset® attached to the top area of the column wherein both the male and female quicksets have mating dovetails to provide a tight interlock without the need for tools or fasteners during an initial assembly of the column and beam; (d) at least one deck panel and further comprising hardware to attach the deck panel to the beams, rotary action tension locks on the outside faces to connect adjacent panels in a single membrane and slots to attach a hanger bracket for connecting to a wall structure; (e) a series of curbing which encircles the at least one deck panel at a perimeter the curbing having a set of attachment features including corners, covers, slots for a handrail or guard rail, a set of roto locks, and a set of hanging bracket for connecting the curbing to straight and curved wall structures; (f) a stair system including components selected from the group consisting of upper and lower stair assembly, upper and lower landings, guard rails, and support structures, fasteners, treads, and tread noses; and (g) a set of straight and/or curved handrail/guardrail configurations wherein the Metrideck Rapid Deployment and Reconfigurable Structural system maintains a modular relationship to the mating wall structures and wherein Metrideck Rapid Deployment and Reconfigurable Structural system provides multiple platform configurations, is lighter weight, and provides a higher strength to weight ratio compared to other rapid deployment decking systems.


Objects and Advantages

There are several objects and advantages of the Metrideck Rapid Deployment Structural system. There are currently no known interior or exterior building systems for permanent or temporary building structures that are effective at providing the objects of this invention. The Metrideck Rapid Deployment Structural system has various advantages and benefits which are shown and described at length in FIGS. 4 A through 4 E, below:













Item
Advantages
















1
Designed for Fast and Safe Setup.


2
Unique Quicset (RTM) Fasteners.


3
Unique Beam Design.


4
Unique Column Design.


5
Unique Staircases.


6
Unique Deck Panels and Curbs.


7
Unique Integration with the Metric Wall systems



already in the market.


8
Unique Custom Designs.


9
Ease of assembly and disassembly, reducing the



manpower and time expenditure without limiting



the system's integrity.


10
Optimized structure strength while lowering the



volume of components and their associated



weight.


11
Security of joints, ensuring stability and ease of



connection in the structure against



dislocation of locking joints.


12
Maximized utility, allowing for diversity of



design while limiting the overall components



needed. The technologies currently used in post



and beam construction do not meet all these



criteria and as such there remains a need for a



system that effectively incorporates each. The



present novel technology addresses this need.









Finally, other advantages and additional features of the present Metrideck Rapid Deployment and Reconfigurable Structural system will be more apparent from the accompanying drawings and from the full description of the device. For one skilled in the art of temporary and permanent building structures and methods for deploying the structures, it is readily understood that the features shown in the examples with this product are readily adapted to other types of out building structure systems, devices, and methods.





DESCRIPTION OF THE DRAWINGS—FIGURES

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate an embodiment of the Metrideck Rapid Deployment and Reconfigurable Structural system for temporary buildings such as trade show display systems (called a Metrideck Building System) that is preferred. The drawings together with the summary description given above and a detailed description given below are provided to explain the principles of the Metrideck Rapid Deployment and Reconfigurable Structural System. It is understood, however, that the Metrideck Rapid Deployment and Reconfigurable Structural System as a fast, reliable, and strong building system is not limited to only the precise arrangements and instrumentalities shown.



FIG. 1 is an overview drawing of the Metrideck Rapid Deployment Decking system for temporary or semi-permanent buildings such as trade show display systems and corporate lobbies with the components noted.



FIGS. 2 A through 2 G are sketches of the columns for the Metrideck Rapid Deployment and Reconfigurable Structural system with components and features noted.



FIGS. 3 A through 3 D are sketches of the beams for the Metrideck Rapid Deployment and Reconfigurable Structural system with the components and features shown from various views. Discussed are beam size configurations with standard sizes.



FIGS. 4 A through 4 D are sketches showing the beam to column interconnections for the Metrideck Rapid Deployment and Reconfigurable Structural system with components and features described.



FIG. 5 A through 5 E are sketches of a unique connection system for the Metrideck Rapid Deployment and Reconfigurable Structural system with no use of special tools and fast installation.



FIG. 6 A through 6 K are sketches of assembly and installation of the decks and curbing for the Metrideck Rapid Deployment and Reconfigurable Structural system with components, features and variations of assembly shown.



FIG. 7 A through 7 G are sketches of stairs and landings for the Metrideck Rapid Deployment and Reconfigurable Structural system with various configurations shown along with the components and features respective of the stairs.



FIG. 8 A through 8 N are sketches describing assembly and the steps taken when one installs the Metrideck Rapid Deployment and Reconfigurable Structural system.



FIGS. 9 A and 9 B are illustrations of the seamless integration of the Metrideck Rapid Deployment and Reconfigurable Structural system with metric wall systems available in the marketplace.



FIG. 10 A through 10 C are sketches of the assembly of a custom structure assembled with standard Metrideck modules that integrates seamlessly with metric wall systems (see 10C) as one simple installation scheme to describe assembly of the Metrideck Rapid Deployment and Reconfigurable Structural system.



FIG. 11 is a comparison chart with other building systems comparing sections and strength for the Metrideck Rapid Deployment Reconfigurable Structural Decking system.



FIGS. 12 A through 12 R is a group of prior art building systems for interior and exterior building structures.





DESCRIPTION OF THE DRAWINGS—REFERENCE NUMERALS

The following list refers to the drawings:









TABLE B







Reference numbers








Ref #
Description





20
Metrideck Rapid Deployment and



Reconfigurable Structural system 20



for temporary buildings such as trade



show display systems.


30
aperture, opening, hole 30 for beam



attachment bolts


31
wire management through hole,



aperture, opening 31


32
female Quicset 43 attachment bolt 32


33
Hole, aperture, opening 33 for beam



attachment bolts


34
column head stiffener plate 34


35
main column 35


36
ACME thread 36


37
ACME nut 37


38
adjustable column foot 38


39
column extension assembly 39


40
wire management through hole,



aperture, opening 40


41
main beam to column 35 attachment



plate 41


42
male Quicset 42 bolted to beam



attachment plates 41


  42.1
alternative round male Quicset 42.1


  42.2
alternative rectangular male Quicset



42.2


  42.3
alternative triangular male Quicset



42.3


  42.4
alternative trapezoidal male Quicset



42.4


  42.5
alternative square male Quicset 42.5


43
female Quicset (RTM) 43 bolted to



column 35


  43.1
alternative round female Quicset (RTM)



43.1


  43.2
alternative rectangular female Quicset



(RTM) 43.2


  43.3
alternative triangular female Quicset



(RTM) 43.3


  43.4
alternative trapezoidal female Quicset



(RTM) 43.4


  43.5
alternative square female Quicset



(RTM) 43.5


44
Assembly 44 of male Quicset (RTM) 42



and female Quicset (RTM) 43


45
column 35: configuration 4 - 45


46
column 35: configuration 1 - 46


47
column 35: configuration 3 - 47


48
main beam end 48


49
A six-meter (6 M) beam assembly 49 is



beam 52 plus beam 53 plus beam 54


50
A five-meter (5 M) beam assembly 50 is



beam 52 plus beam 53


51
A four-meter (4 M) beam assembly 51 is



beam 52 plus beam 54


52
A three-meter (3 M) beam 52


53
A two-meter (2 M) beam 53


54
A one-meter (1 M) meter beam 54


55
intermediate beam 62 support 55


56
structural hardware 56


57
lightening hole, aperture, opening 57



for air conditioning flexible ducting,



sprinkler systems and ease of



installation of lighting when there is



a drop ceiling


58
M-14 structure 58


59
torsion lock 59


60
deck panel 60


61
top 61 of beam 62, 63


62
intermediate beam 62


63
main beam 63


64
shoulder bolt 64 on intermediate beam



62 support 55


65
intermediate beam 62 attachment plate



65


66
Curbing 66


67
male rotolock 67


68
female rotolock 68


69
small curb corner 69


70
large curb corner 70


71
1-meter curb cover 71


72
hanging bracket 72 for straight walls


73
slots 73 for hanging bracket 72


74
slots 74 for handrail bolts


75
hole, aperture, opening 75 for male



rotolock key


76
reversible beam 76 for small radius



assembly


77
hanging bracket #1 77 for curved wall



frames


78
hanging bracket #2 78 for curved wall



frames


79
reversible (LH or RH) curved deck



panel 79


80
reversible beam 80 for small radius



assembly


81
FH hardware attaching 81 the deck to



the beam


82
countersunk boss 82 for FH hardware


83
handrail bolt hole 83


84
R1 radius wall 84


85
R2 radius wall 85


86
R3 radius wall 86


87
R4 radius wall 87


88
curved rail 88 for curved module CM1


89
curved rail 89 curved module CM2


90
curved rail 90 curved module CM3


91
curved module CM1 - 91


92
curved module CM2 - 92


93
curved module CM3 - 93


94
curved module CM4 - 94


95
curved module CM5 - 95


96
modular guardrail and handrail



assembly 96


97
removable infill panel 97


98
top stringer 98


99
bottom stringer 99


100 
upper stair 117 to beam 127 bracket



100


101 
stair nosing 101


102 
upper stringer bottom bracket 102


103 
adjustable stair leg 103


104 
lower stringer top bracket 104


105 
adjustable feet on 105 stair legs 103


106 
changeable treads 106


107 
removeable/changeable risers 107


108 
reversible upper landing guardrail 108


109 
single end upper landing assembly 109


110 
double end upper landing assembly 110


111 
upper landing extension panel 111


112 
upper landing support column 112


113 
stair leg stiffener plate 113


114 
lower landing assembly 114


115 
lower landing guardrail 115


116 
Kit 116 to join (2) 90-deg. lower



landing assemblies 114 to make a 180-



deg. landing


117 
upper stair assembly 117


118 
lower stair assembly 118


119 
deck guardrail assembly 119 of (2) 2-



meter rails


120 
deck guardrail assembly 120 of (1) 2-



meter plus (1) 1-meter rail


121 
deck guardrail assembly 121 of (2) 2-



meter plus (1) 1-meter rail


122 
Assembly 122 of (3) 992 mm × 2418 mm



walls plus (2) 62 mm × 62 mm corner


123 
perimeter beam assembly 123 (1)2-meter



beam 53



plus (1) 3-meter beam 52 (side or



end)


124 
intermediate beam assembly 124 (1)2-



meter beam 53



plus (1) 3-meter beam 52


125 
3-meter perimeter and connector beam



125 (side or end)


126 
1-meter by 1-meter deck panel 126


127 
landing beam assembly 127A


 127A
landing beam assembly 127A with three



stair beams 127


128 
main deck assembly 128


129 
inside 129 top guardrail/handrail



assembly


130 
8 mm wall system clamp bolt 130


131 
stair shoulder bolt 131


132 
stair beam 132


133 
handrail corner 133


134 
Double slotted holes 134 in landing



stair beam to locate and secure the



upper section 117 of the staircase


135 
comparison chart 135 of traditional



beam systems versus beams of the



Metrideck Rapid Deployment and



Reconfigurable Structural System


300 
prior art 300 US Patent Application



2018/0209144 by Hedgcock made in 2018



for a System and Method of



Interlocking Wall Panels.


310 
prior art 310 German patent DE



102007051058 issued to Hans Bruder and



Octanorm in 2010 and called Mounting



bracket and system for creating



superstructures.


320 
prior art 320 European application EP



2084996 A2 issued to Hans Bruder in



2010 named Support element and system



for the erection of exhibition stands



and the like.


330 
prior art 330 is European Application



No. EP 3862502 A1 issued to VAN DER



VENNET, Edwin and Bematrix in 2020 and



called a MODULAR TRUSS STRUCTURE


340 
prior art 340 is a U.S. Pat. No.



956, 642 issued to Klein in 1910 for an



Office Partition and the like.


350 
prior art 350 is U.S. Pat. No. 4, 030,219



issued to Donovan for a Portable



Display apparatus


360 
prior art 360 is U.S. Pat. No. 4, 583,359



issued to Staeger for a series of



Profile Tubes to produce Readily



Assembled and Dismantled Structures.


370 
prior art 370 is a U.S. Pat. No. 4,951,440



issued to Izatt et al. in 1998 for a



Partition System.


380 
prior art 380 is a U.S. Pat. No. 5,816,000



issued to Matsubara for a Modular



Units, Modular Structures having



Modular Units and a Method for



Constructing Modular Structures


390 
prior art 390 is a U.S. Pat. No. 6, 014, 842



issued to Matsubara in 2000 and called



a Modular Units, Modular Structures



having Modular Units and a Method for



Constructing Modular Structures


400 
prior art 400 is a U.S. Pat. No. 6, 065, 854



issued to West et al. and called a LED



Modular Display System


410 
prior art 410 is a U.S. Pat. No. 7, 137, 898



issued to Savage in 2006 and called a



Knockdown Labyrinth Framework


420 
prior art 420 U.S. Pat. No. 8, 572,928 by



Bruder issued in 2013 for System for



Erecting Structures and Support



Profile.


430 
prior art 430 is a U.S. Pat. No. 9,382,703



issued to Quinn et al. in 2016 for a



System and Method for Constructing



Temporary, Re-Locatable Structures


440 
prior art 440 is a U.S. Pat. No. 9,874, 011



issued to Oliveira et al. in 2018 for



a Modular Panel System


450 
prior art 450 is a U.S. Pat. No.



11,098,494 issued to LeSage in 2021



for a Profile, Frame, and Promotion



Booth for the Construction of Stands



and/or for Interior Applications



and/or for Exterior Applications and a



Method for making the Profile and a



Use of the Profile


460 
prior art 460 is a French patent



FR2834020A1 by Moise et al. that is a



partitioning system


470 
prior art 470 is a U.S. Pat. No.



10,487,499 issued to Berkowitz in 2019



for a System and Method for an Easily



Erectable Modular Business Cubicle.









DETAILED DESCRIPTION OF PERFERRED EMBODIMENT

This invention relates to a Metrideck Rapid Deployment Reconfigurable Structural system for temporary buildings such as trade show display systems. The present novel technology relates generally to building construction and, more particularly, a system of deck, beam, and column construction for supporting various items including walls and display architecture. This system relates to a structure for supporting walls, product spaces, interlocking wall panels, and various other components that are useful in rapid and reusable construction of building units, exhibition stands, and display modules as an example, or a temporary exhibition multiple-story structure. This system of support is configured to interlock with one or more adjacent supports. The building system is directed to systems and methods of constructing temporary or re-locatable structures and relates to support structures such as modular wall systems, the structure having an improved beam and column system to secure decks, stairs, and wall panels in various arrangements. The present invention relates generally to a structural support system for a variety of items and allows for interconnection of adjacent panels without the need for special tools and/or detachable parts.


The advantages for the Metrideck Rapid Deployment and Reconfigurable Structural system 20 are listed above in the introduction. Succinctly the benefits are that the device:

    • A. Designed for Fast and Safe Setup.
    • B. Unique Quicset® Fasteners.
    • C. Unique Beam Design.
    • D. Unique Column Design.
    • E. Unique Staircases.
    • F. Unique Deck Panels and Curbs.
    • G. Unique Integration with the Metric Wall systems already in the market.
    • H. Unique Custom Designs.
    • I. Ease of assembly and disassembly.
    • J. Optimized structure strength by design.
    • K. Security of joints and connections.
    • L. Maximized utility design with different wall systems.


The preferred embodiment of Metrideck is a rapid deployment and Reconfigurable multi-level structural system used with various types of walls and guardrails. It is made of durable materials and includes (a) a set of at least four vertical columns, each column with a set of attachment features such as holes for attachment bolts, holes for a female Quicset®, an adjustable column foot, an inner stiffener, a wire management through hole, and a column extension; (b) a set of at least four horizontal pre-manufactured beams each said beam with a set of attachment features including a beam to column attachment end plate with holes for male Quicset, an intermediate beam support with shoulder bolt, an intermediate beam attachment plate, a beam end, a set of beam lightening openings, and a torsion lock; (c) a Quicset for each connection of each said beam and each vertical column, each Quicset® includes a pair of threaded structural bolts and nuts to attach to a column and beam, a male Quicset® attached to an end of the beam and a female Quicset® attached to the top area of the column wherein both the male and female Quicset® have mating dovetails to provide a tight interlock without the need for tools or fasteners during an initial assembly of the column and beam; (d) at least one deck panel and further comprising hardware to attach the deck panel to the beams and slots to attach a hanger bracket for connecting to a wall structure; (e) a series of curbing which encircles at least one deck panel at a perimeter, the curbing having a set of attachment features including corners, covers, slots for a handrail or guard rail, a set of roto locks, and a set of hanging brackets for connecting the curbing to straight and curved wall structures; (f) a stair system including components selected from the group consisting of upper and lower stair assembly, upper and lower landings, guard rails, and support structures, fasteners, treads, and tread noses; and (g) a set of straight and/or curved handrail/guardrail configurations wherein the Metrideck Rapid Deployment and Reconfigurable Structural system maintains a modular relationship to the mating wall structures and wherein Metrideck Rapid Deployment and Reconfigurable Structural system provides multiple platform configurations, is lighter weight, and provides a higher strength to weight ratio compared to other rapid deployment decking systems.


There is shown in FIGS. 1-12 a complete description and operative embodiment of the Metrideck Rapid Deployment Decking system 20. In the drawings and illustrations, one notes well that FIGS. 1-12 demonstrate the general configuration and use of this system and its component parts. The various example uses are in the operation and use section, below. The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate an embodiment of the Metrideck Rapid Deployment Structural system 20 that is preferred. The drawings together with the summary description given above and a detailed description given below explain the principles of the Metrideck system 20. It is understood, however, that the Metrideck system 20 is not limited to only the precise arrangements and instrumentalities shown. Other examples of temporary and permanent rapid build building structures are still understood by one skilled in the art of building structures to be within the scope and spirit shown here.



FIG. 1 is an overview drawing of the Metrideck Rapid Deployment Reconfigurable Structural system for temporary buildings such as trade show display systems with the components noted. Shown is a Metrideck Rapid Deployment and Reconfigurable Structural system 20 for temporary buildings such as trade show display systems. The various parts are noted for the Columns, Stairs, Beams, Decks and curbs, Handrail, Curved Modules, and Extension Modules.



FIGS. 2 A through 2 G are sketches of the columns 35 for the Metrideck Rapid Deployment Structural system 20 with components and features noted. Various components and features are noted: a Metrideck Rapid Deployment and Reconfigurable Structural system 20 for temporary buildings such as trade show display systems; an aperture, opening, hole 30 for beam attachment bolts; a wire management through hole, aperture, opening 31; a female Quicset® 43 attachment bolt 32; a hole, aperture, opening 33 for beam attachment bolts; a column head stiffener plate 34; a main column 35; an Acme® thread 36; an Acme® nut 37; an adjustable column foot 38; a column extension assembly 39; a wire management through hole, aperture, opening 40; a main beam to column 35 attachment plate 41; a male Quicset® 42 bolted to beam attachment plates 41; a female Quicset® 43 bolted to column 35; an assembly 44 of male Quicset® 42 and female Quicset® 43; a column 35: FIG. 6A reveals and teaches: configuration 4 45; a column 35: configuration 1—46; a column 35: configuration 3—47; and a structural hardware 56. Columns 35 are shown in FIGS. 2 A to 2 G. FIG. 2 G teaches various alternatives for the design of Quicset®: male Quicset® 42 bolted to beam attachment plates 41; alternative round male Quicset 42.1; alternative rectangular male Quicset 42.2; alternative triangular male Quicset 42.3; alternative trapezoidal male Quicset 42.4; alternative square male Quicset 42.5; alternative female Quicset 43 bolted to column 35; alternative round female Quicset 43.1; alternative rectangular female Quicset 43.2; alternative triangular female Quicset 43.3; alternative trapezoidal female Quicset 43.4; and alternative square female Quicset 43.5.


There are several design challenges:


COLUMN DESIGN CHALLENGE A: To integrate the structure with the wall systems, the perimeter supporting columns must be as close as possible to the edge of the structure. This creates two problems: 1] Multiple columns are required to meet the various configurations of beams and columns in a modular structural design system. See FIG. 2F. Many of these columns can only be used in one configuration which increases column inventories and may require additional columns when the configuration of existing inventories of beams, deck panels and handrail is changed. 2] When the center of the perimeter columns centered on the perimeter beams, is changed to the outside edges of the columns being flush with the outside edges of the perimeter beams, the beam lengths change in different configurations: perimeter and internal beams are no longer the same length. The system is no longer modular [i.e., any beam can be used in any location]. See FIG. 6A. SOLUTION: Metrideck has designed a single column with an adaptor kit that can fulfill all possible configurations and maintain standard beam lengths in all these configurations. See FIGS. 2F and 6A. ADVANTAGES: 1] When a design is changed, the same columns can be reconfigured to meet the requirements of the new design. 2] This minimizes column inventories and costs.


COLUMN DESIGN CHALLENGE B: These structures are set-up and dismantled often, in multiple configurations. Setup and dismantle times are a significant part of the cost per use. Existing systems, even when they have a method of lining up the beam and column holes, require each beam to be bolted to the columns at either end, and the bolts torque tightened. Systems typically use four (4) or more bolts per connection. The rest of the setup crew stands and watches while two (2) members of the crew, on ladders, install and tighten all the bolts at both ends of every beam. SOLUTION: Metrideck has reduced the connecting bolts to two (2) per column and designed Quicset®, a feature that locks the beams to the columns without the need for bolts during assembly. The whole column and beam structure is assembled from the ground without structural bolts. A beam is lifted with a portable lift (Genie® or equal) and lowered into position. As the male Quicset® on the beam begin to engage with the female Quicset® on the columns, they pull the beam tight against the columns and locate the beam vertically. The setup team moves to the next beam and column. One member of the crew installs and torque tightens the bolts while the rest of the crew install the staircases and landings. See FIG. 6D.



FIGS. 3 A through 3 D are sketches of the beams 52, 53, 54 for the Metrideck Rapid Deployment Structural system 20 with the components and features shown from various views. Discussed are beam size configurations with standard sizes. Portrayed in these sketches are: a Metrideck Rapid Deployment and Reconfigurable Structural system 20 for temporary buildings such as trade show display systems; a main column 35; a main beam to column 35 attachment plate 41; a male Quicset 42 bolted to beam attachment plates 41; an assembly 44 of male Quicset 42 and female Quicset 43; a main beam end 48; a 6-meter beam assembly 49 is beam 52 plus beam 53 plus beam 54; a 5-meter beam assembly 50 is beam 52 plus beam 53; a 4-meter beam assembly 51 is beam 52 plus beam 54; a 3-meter beam 52; a 2-meter beam 53; a 1-meter beam 54; an intermediate beam 62 support 55; a structural hardware 56; a lightening hole, aperture, opening 57 for air conditioning flexible ducting, sprinkler systems and ease of installation of lighting when there is a drop ceiling; a M-14 structure 58; a torsion lock 59; deck panel 60; a top rail 61 of beam 62,63; an intermediate beam 62; a main beam 63; a shoulder bolt 64 on intermediate beam 62 support 55; and an intermediate beam 62 attachment plate 65.


BEAM DESIGN CHALLENGE A The beam design must meet all the deflection, stress, and load requirements of IBC 2018, and yet be light enough for 2 people to handle, when free spanning 6 meters. SOLUTION: Shown in FIG. 11 compares the strength/weight ratio of the Metrideck beam with a standard aluminum I-beam, standard steel I-beam, and a custom aluminum I-beam that are closest to the weight per foot of the Metrideck beam. All these beams meet the weight per foot criterion that allows two people to pick up a 6-meter beam. The loadbearing capacity of the Metrideck beams is enhanced by bolting the top of the beams to the stress skin deck panels “capturing” any torsional buckling movement using the torsional lock 59. See FIG. 3D.


BEAM DESIGN CHALLENGE B There is always a demand for new and innovative designs using existing properties as marketing budgets impose cost constraints, particularly during periods of economic slowdown. The wall systems that integrate with Metrideck have been designed to meet this need. SOLUTION: 1] The Metrideck beam has been designed so that several modular lengths of beams can be bolted together in multiple configurations. See FIGS. 3 A and 3 B. FIG. 3 C illustrates how (1) 6-meter×6-meter deck structure, plus (1) additional 1-meter×1-meter deck panel, can be used to create 14 different deck structures by reconfiguring the beam assemblies (as shown in FIG. 3 A).


BEAM DESIGN CHALLENGE C Fast setup. SOLUTIONS: 1] The main beams, which attach to the columns, have male Quicset 42 bolted to either end of the beam. This allows the beam to be lowered onto the female Quicset 43 bolted to the columns (see FIG. 2 D). When the male and female Quicset are fully engaged, the beam is locked to the column without the use of structural hardware. This allows the setup crew to proceed to the next section of the structural assembly, without waiting for the structural hardware to be installed and torque tightened at either end of the beam. The structure is locked safe and stable by the double dovetail action of the Quicset without the clamping action of the structural hardware. Once the structure is assembled, a member of the crew installs and torque tightens the structural hardware while the rest of the crew is assembling the staircases and landings. See FIG. 4 B. 2] The intermediate beams are assembled by lifting into position and rolling the beam with its downward tapered slot onto the shoulder bolts 64 on the main beam. This automatically positions the intermediate beam vertically and horizontally. See FIGS. 4 D and 4 E.


BEAM DESIGN CHALLENGE D Easy hidden wire management for signal and power cables. SOLUTION: The main beam attachment plates 41 intermediate beam attachment plates 65 and intermediate support plates 55 all have large wire management holes which line up with the wire management holes in adjacent beams and columns. See FIGS. 4 A and 4 B.


BEAM DESIGN CHALLENGE E—1] Large holes must be available in the beam web for air conditioning flex ducts (in different locations for different design configurations) without reducing the bending strength of the beams. 2] Holes (in different locations for different designs) are required to run sprinkler system pipework. SOLUTION: The beam lightening holes 57 meets both requirements. They also provide easy access to wire harnesses and lights when installing a drop ceiling. See FIG. 3 B.



FIGS. 4 A through 4 D are sketches showing the beam to column interconnections for the Metrideck Rapid Deployment and Reconfigurable Structural system with components and features described. These are described below in the Operation Section.



FIG. 5 A through 5 E are sketches of a unique connection system for the Metrideck Rapid Deployment and Reconfigurable Structural system with no use of special tools (a simple torque wrench) and fast installation. It is called a Quicset® 44. Here are shown various features. A main column 35; a male Quicset® 42 bolted to beam attachment plates 41; a female Quicset® 43 bolted to column 35; and an assembly 44 of male Quicset® 42 and female Quicset® 43. QUICSET® is shown in FIGS. 5 A through 5 E


QUICSET® DESIGN CHALLENGE These structures are setup and dismantled often, in multiple configurations. Setup and dismantle times are a significant part of the cost per use. Existing systems, even when they have a method of lining up the beam and column holes, require each beam to be bolted to the columns at either end, and then the bolts torque tightened. The rest of the setup crew stands and watches while 2 of the crew, on ladders, install and tighten all the bolts at both ends of every beam. During this time, the rest of the crew is completely unproductive. SOLUTION: 1] Metrideck designed Quicset, a fixture that locks the beams to the columns without the need for bolts during assembly. The whole column and beam structure is assembled from the ground without ladders or forklifts, and without structural hardware. A beam is lifted with a portable lift (Genie) and lowered into position. As the male Quicset 42 on the beam begin to engage with the female Quicset 43 on the columns, they pull the beam tight against the columns and locate the beam vertically. The setup team then moves on to the next beam and column. The whole structure can be setup without adding bolts. The structure is held safe and stable by the double dovetail action of the Quicset® without the clamping action of the structural hardware. Once the structure is assembled, a member of the crew installs and torque tightens the bolts while the rest of the crew install the staircases and landings. The Quicset® fixture has two (2) actions, which occur simultaneously as the male Quicset 42 is lowered into the female Quicset 43. 1] As the vertical dovetails AAAA and BBBB engage fully, the beam is secured vertically in relation to the column. See FIGS. 5 A through 5 C and ref 1Ta and 1Tb. 2] As the horizontal dovetails CD on the male Quicset® 42 and EF on the female Quicset® 43 engage, the beam attached to the male Quicset® is pulled tight against the column 35 see FIGS. 5 D and 5 E and ref 1Tc, 1Td, and 1Tf.



FIG. 6 A through 6 K are sketches of assembly and installation of the decks and curbing for the Metrideck Rapid Deployment Structural system with components, features and variations of assembly shown. These are described below in the Operation Section.



FIG. 7 A through 7 G are sketches of stairs and landings for the Metrideck Rapid Deployment and Reconfigurable Structural system 20 with various configurations shown along with the components and features respective of the stairs. Provided in these sketches are: a modular guardrail and handrail assembly 96; a removable infill panel 97; a top stringer 98; a bottom stringer 99; a upper stair 100 to beam bracket; a stair nosing 101; a upper stringer bottom bracket 102; an adjustable stair leg 103; a lower stringer top bracket 104; a set of adjustable feet 105 on stair legs 103; a changeable treads 106; a removeable/changeable risers 107; a reversible upper landing guardrail 108; a single end upper landing assembly 109; a double end upper landing assembly 110; an upper landing extension panel 111; an upper landing support column 112; a stair leg stiffener plate 113; a lower landing assembly 114; a lower landing guardrail 115; a kit 116 to join (2) 90-deg. lower landing assemblies 114 to make a 180-deg. landing; an upper stair assembly 117; and a lower stair assembly 118. STAIRCASE is shown in FIGS. 7 A through 7 G.


STAIRCASE DESIGN CHALLENGE A Over and above its functional requirements to safely convey the occupants of a two-story structure up to the upper deck while satisfying all applicable structural codes, the staircase is an important element in the overall aesthetics of the design. SOLUTION: 1] The staircase components are available in a wide variety of powder coat colors. 2] The Metrideck staircase has changeable treads and risers: A] The tread material can be changed, for example from metal to custom finished wood, and covered with different surface finishes such as carpet or tread overlays. B] The riser material and finish can be changed, or the risers removed to create an open stair architecture. C] The width of the staircase can be changed by replacing the treads and risers with ones of a different length, while still utilizing all the rest of the staircase assembly. The infill material in the stair guardrail can easily be changed to include custom graphics and/or custom materials.


STAIRCASE DESIGN CHALLENGE B The ease and speed of the setup of the staircase is very important SOLUTION: 1] The upper and lower stringers, treads and risers ship assembled (see FIGS. 7C: components 117 and 118). Materials have been selected so that both stair halves are light enough to be lifted into position by four people. Shoulder bolts on the contact faces of the stair to beam brackets 100 on the top of the upper stair assembly hook onto mating slots in the structure beams. The structural hardware can be added and tightened later after the staircase is accurately positioned laterally relative to the other components on the structure. The bottom of the upper stair assembly is supported by the adjustable columns 103, which slide into pockets in the brackets 102. 2] Rather than keeping the whole crew waiting while four or five people lift the lower staircase assembly up and try to line up the assembly holes between the upper and lower sections and install and tighten the hardware (this can typically take 15 to 20 minutes), the lower stair assembly is easily engaged in the upper stair assembly using the weight of the lower staircase pivoting off the bottom corner. The bracket 104, on the lower stair half, with its downward angled tenon, slides into the upward facing slot or mortise in the upper staircase bracket 102. The tangs on the bottom of the tendon are bent slightly inward, towards the center of the stair. They provide a simple guide for the tenon to slide easily into the mortise. The weight of the lower staircase assists in the sliding engagement and holds the lower staircase in position, automatically holding the two stair halves in the correct alignment both vertically and horizontally. 3] The guardrail assemblies are assembled with only six bolts per section. These can be tightened from the outside of the staircase, making access easy. Precision manufacturing techniques and oversized holes on the inside of the balusters where they connect to the stringers make assembling the bolts quick and easy. See FIG. 7 B.


STAIRCASE DESIGN CHALLENGE C Different design configurations, different installation spaces and different product and product display locations require different stair configurations. SOLUTION: The Metrideck staircase 117 and 118 has been designed with upper and lower landing kits (FIG. 7 C) so a single stair can be straight, 90 degree or 180 degree and be connected to the structure in multiple ways: illustrated as configurations S1-S10 in FIGS. 7 D through 7 G.



FIG. 8 A through 8 N are sketches describing assembly and the steps taken when one installs the Metrideck Rapid Deployment Structural system. FIGS. 9 A and 9 B are sketches of corners of the Metrideck Rapid Deployment Structural system with extensions and modules described. FIG. 10 A through 10 C are sketches of the assembly of a system with curved walls and integral stairs as one simple installation scheme to describe assembly of the Metrideck Rapid Deployment Structural system. These sketches are described below in the Operation Section.



FIG. 11 is a comparison chart with other building systems comparing sections and strength for the Metrideck Rapid Deployment Structural system. The proprietary design of the Metrideck beam offers a minimum of a 40% reduction in weight compared to standard I-beams and beams from other traditional structural systems with similar load-bearing capacities. The FIG. 11 shows a comparison chart 135 of traditional beam systems versus the beam configurations of the Metrideck Rapid Deployment and Reconfigurable Structural System. One notes the comparison of the result of the terms IXE (Moment times elasticity). The modulus of elasticity E (a more general term regarding the overall stiffness of a member). If E increases, then so does the stiffness. MOMENT OF INERTIA or I represent the bending stiffness of a structural member's cross-sectional shape. Here one sees the favorable comparison of the I times E for the Metrideck Rapid Deployment Decking system 20.



FIGS. 12 A through 12 R is a group of prior art building systems for interior and exterior building structures. Here former patents and applications for various building systems and methods of building the structures. These include: prior art 300 US Patent Application 2018/0209144 by Hedgcock made in 2018 for a System and Method of Interlocking Wall Panels; prior art 310 German patent DE 102007051058 issued to Hans Bruder and Octanorm in 2010 and called Mounting bracket and system for creating super structures; prior art 320 European application EP 2084996 A2 issued to Hans Bruder in 2010 named Support element and system for the erection of exhibition stands and the like.


prior art 330 is European Application No. EP 3862502 A1 issued to Van der Vennet and Bematrix in 2020 and called a Modular Truss Structure; prior art 340 is a U.S. Pat. No. 956,642 issued to Klein in 1910 for an Office Partition and the like; prior art 350 is U.S. Pat. No. 4,030,219 issued to Donovan for a Portable Display apparatus; prior art 360 is U.S. Pat. No. 4,583,359 issued to Staeger for a series of Profile Tubes for the Production of Readily Assembled and Dismantled Structures; prior art 370 is a U.S. Pat. No. 4,951,440 issued to Izatt et al. in 1998 for a Partition System; prior art 380 is a U.S. Pat. No. 5,816,000 issued to Matsubara for a Modular Units, Modular Structures having Modular Units and a Method for Constructing Modular Structures; prior art 390 is a U.S. Pat. No. 6,014,842 issued to Matsubara in 2000 and called a Modular Units, Modular Structures having Modular Units and a Method for Constructing Modular Structures; prior art 400 is a U.S. Pat. No. 6,065,854 issued to West et al. and called a LED Modular Display System; prior art 410 is a U.S. Pat. No. 7,137,898 issued to Savage in 2006 and called a Knockdown Labyrinth Framework; prior art 420 U.S. Pat. No. 8,572,928 by Bruder issued in 2013 for System for Erecting Structures and Support Profile; prior art 430 is a U.S. Pat. No. 9,382,703 issued to Quinn et al. in 2016 for a System and Method for Constructing Temporary, Re-Locatable Structures; prior art 440 is a U.S. Pat. No. 9,874,011 issued to Oliveira et al. in 2018 for a Modular Panel System; prior art 450 is a U.S. Pat. No. 11,098,494 issued to LeSage in 2021 for a Profile, Frame, and Promotion Booth for the Construction of Stands and/or for Interior Applications and/or for Exterior Applications and a Method for making the Profile and a Use of the Profile; prior art 460 is a French patent FR2834020A1 by Moise et al. that is a partitioning system; and prior art 470 is a U.S. Pat. No. 10,487,499 issued to Berkowitz in 2019 for a System and Method for an Easily-Erectable Modular Business Cubicle. As can be seen, the Metrideck system 20 is a unique system and combination of components and use as described herein.


The Metrideck Rapid Deployment and Reconfigurable Structural system 20 anticipates various materials for producing or manufacturing the various components. Strength and weight are factors. Various structural metals such as steel alloys, aluminum, and titanium are candidates. Likewise, reinforced plastics such as poly urethanes, nylons, Poly Vinyl Chlorides, and other various polymers as long as they are manufactured with reinforcing fibers or the like. Finally composite materials with various fillers and reinforcing fibers are under evaluation.


The details mentioned here are exemplary and not limiting. Other specific components and manners specific to describing a Metrideck system 20 may be added as a person having ordinary skill in the field of building structures and their deployment well appreciates.


Operation of the Preferred Embodiment

The Metrideck system 20 has been described in the above embodiment. The manner of how the device operates is described below. One notes well that the description above and the operation described here must be taken together to fully illustrate the concept of the Metrideck Rapid Deployment Structural system 20 for temporary buildings such as trade show display systems. The preferred embodiment of Metrideck is a rapid deployment and reconfigurable multi-level structural system used with various types of walls and guardrails. It is made of durable materials and includes (a) a set of at least four vertical columns, each column with a set of attachment features such as holes for attachment bolts, holes for a female Quicset®, an adjustable column foot, an inner stiffener, a wire management through hole, and a column extension; (b) a set of at least four horizontal pre-manufactured beams each said beam with a set of attachment features including a beam to column attachment plate with holes for male Quicset®, an intermediate beam support with shoulder bolt, an intermediate beam attachment plate, a beam end, a set of beam lightening openings, and a torsion lock; (c) a Quicset for each connection of each said beam and each vertical column, each Quicset® includes with a pair of threaded structural bolts, washers and nuts to attach to a column and beam, a male Quicset® attached to an end of the beam and a female Quicset® attached to the top area of the column wherein both the male and female Quicsets® have mating dovetails to provide a tight interlock without the need for tools or fasteners during an initial assembly of the column and beam; (d) at least one deck panel and further comprising hardware to attach the deck panel to the beams, lock the deck panels together and slots to attach hanger brackets for connecting to a wall structure; (e) a series of curbing which encircles at least one deck panel at a perimeter the curbing having a set of attachment features including corners, covers, slots for a handrail or guard rail, a set of roto locks, and a set of hanging brackets for connecting the curbing to straight and curved wall structures; (f) a stair system including components selected from the group consisting of upper and lower stair assembly, upper and lower landings, guard rails, and support structures, fasteners, treads, and tread noses; and (g) a set of straight and/or curved handrail/guardrail configurations wherein the Metrideck Rapid Deployment and Reconfigurable Structural system maintains a modular relationship to the mating wall structures and wherein Metrideck Rapid Deployment and Reconfigurable Structural system provides multiple platform configurations, is lighter weight, and provides a higher strength to weight ratio compared to other rapid deployment decking systems.


The Metrideck system 20 installs somewhat like other building systems but without the need for special tools and heavy lifting mechanisms like cranes or forklifts. Most can be accomplished by trades people at shows or on jobsites with little previous training. The assembly schemes and methods are well described in the following paragraphs with drawings accompanying the descriptions.



FIGS. 4 A through 4 D are sketches showing the beam 52, 53, 54 to column 35 interconnections for the Metrideck Rapid Deployment and Reconfigurable Structural system 20 with components and features described. Demonstrated are: a wire management through hole, aperture, opening 31; a main column 35; a wire management through hole, aperture, opening 40; a main beam to column 35 attachment plate 41; a male Quicset 42 bolted to beam attachment plates 41; a female Quicset® 43 bolted to column 35; an assembly 44 of male Quicset® 42 and female Quicset® 43; a main beam end 48; a 1-meter beam 54; an intermediate beam 62 support 55; a structural hardware 56; a lightening hole, aperture, opening 57 for air conditioning flexible ducting, sprinkler systems and ease of installation of lighting when there is a drop ceiling; an intermediate beam 62; a main beam 63; a shoulder bolt 64 on intermediate beam 62 support 55; and an intermediate beam 62 attachment plate 65.


Advantages and special features are described further with reference to these FIGS. 4 A through 4 E.

    • 1. FAST and SAFE SETUP.
      • A] The Quicset® assembly (FIG. 2 E) allows the structure to be set up from the ground without requiring structural fasteners. Safety hands-free operation. This saves up to 40% in setup time and costs compared to other systems.
      • B] Intermediate beams can be lifted and rolled into position on the shoulder bolts mounted on the main beams (FIG. 4 D). Reduced setup time and cost.
    • 2. Quicset®.
      • The Quicset® assembly (FIG. 2 E) automatically positions the beams vertically and horizontally on the columns, locking the components together. Ease and speed of assembly
    • 3. BEAM DESIGN.
      • A] The beam structure and lengths are designed to make it possible to connect several beams together to make different beam lengths (FIG. 3 A): a 6-meter beam can be reconfigured to make 4 different beam lengths. Significantly reducing inventory costs.
      • B] The design flexibility and value of this technology are demonstrated in (FIG. 3C).
      • Purchasing a single 6-m×6-m structure gives one 14 other design configurations.
      • This satisfies end user requirements for different configurations (“a new look”): minimizing inventory costs and storage space.
      • C] The proprietary design of the Metrideck beam offers a minimum of a 40% reduction in weight compared to standard I-beams and beams from other structural systems with similar load-bearing capacities (FIG. 11). Saving on shipping and drayage costs and making installation easier.
      • D] The lightning holes in the beam webs provide easy access through the beams for the assembly of lighting and electrical in the space above the ceiling. The holes also eliminate the need for special holes to be drilled to accept sprinklers, air conditioning ducts and power and signal cables. The size and frequency of these lightning holes satisfy these service access needs for all designs. Additional functionality is integral to the beam design.
    • 4. Column Design.
      • The column design (FIGS. 2 A, 2 B and 2 D) in combination the column adaptors (FIG. 2 C) and Quicset connector (FIGS. 2 E, 5 A, 5 B, 5 C, 5 D and 5 E) allow a single column to have 8 different configurations (FIG. 2 F). The same column can satisfy all possible configurations as the design changes. FIGS. 6 A, 6 B and 6 C are examples of the same column used in different configurations. This minimizes column inventories and costs.
    • 5. STAIRCASES.
      • A] The Metrideck stair and stair guardrail technologies offer 11 different configurations of the standard staircase and guardrail with the addition of standard landings and adaptive kits (FIG. 7 C, 7 D, 7 E, 7 F, and 7 G). This adds design versatility, reduced inventories, and smaller capital and storage costs.
      • B] The proprietary connection between the lower and upper sections of staircase uses the weight of the lower staircase to engage and hold in place the downward facing tenon on the lower bracket, in the upward facing mortise on the upper bracket (FIG. 7 B). This connection holds the two staircase halves in correct alignment to one another, both horizontally and vertically. The two stair halves simply drop together. It does not require a team of assemblers supporting either side of the lower staircase trying to align the connecting holes and installing the hardware.
      • Reduces setup costs by up to 40%
    • 6. DECK PANELS AND CURBS.
      • A] The deck and curb technologies make it possible to reconfigure the standard stressed skin deck panels to meet the requirements of all design changes (FIGS. 6 F, 6 G, 6 H and 6 I) This minimizes deck inventories and costs and eliminates the need for the deck panels to be modified as the design changes.
      • B] The slots, reveals and holes machined into each deck curb (6G, 6H provide easy and immediate access for all connecting hardware required for deck handrail and system walls: whether they are located on the deck or wrap around the outside of the deck (FIGS. 9A and 9B).
      • The ability to move the curbs as required by a new design preserves the integrity of the deck panels. The curb design accommodates all possible structural configurations including the attachment of the custom curved modules, preserving deck panel integrity and the need for custom modifications.
    • 7. INTEGRATION WITH THE METRIC WALL SYSTEMS IN THE MARKET.
      • A] The Metrideck technology is sized so that the metric wall systems that dominate the marketplace in the exhibit and other industries will fit perfectly on the deck surface or wrap around the outside of the structures with a uniform clearance, using the standard straight walls, curved walls and connecting extrusions of those systems (FIGS. 9 A, 9 B, 6 J, and 6 K). This eliminates the need to purchase or manufacture custom sized frames when using these metric wall systems when using existing structural systems and repeating this process when the configuration of the structure changes.
    • 8. CUSTOM DESIGNS.
      • The ability to add on the custom Metrideck modules (FIG. 6K) as part of the initial design, or as an upgrade to the existing properties (FIGS. 10A, 10B and 10C): significantly increases the design opportunities of the integrated Metrideck structure and metric wall system: the ability creates “fresh” designs with the same inventories saving capital costs.
    • 9. Ease of assembly and disassembly, reducing the manpower and time expenditure without limiting the system's integrity.
    • 10. Optimized structure strength while lowering the volume of components and their associated weight.
    • 11. Security of joints, ensuring stability and ease of connection in the structure against dislocation of locking joints.
    • 12. Maximized utility, allowing for diversity of design while limiting the overall components needed. The technologies currently used in post and beam construction do not meet all these criteria and as such there remains a need for a system that effectively incorporates each. The present novel technology addresses this need.



FIG. 6 A through 6 K are sketches of assembly and installation of the decks and curbing for the Metrideck Rapid Deployment Reconfigurable Structural Decking system 20 with components, features and variations of assembly shown. Portrayed and described here are: a Metrideck Rapid Deployment and Reconfigurable Structural system 20 for temporary buildings such as trade show display systems; a main column 35; a column extension assembly 39; a male Quicset® 42 bolted to beam attachment plates 41; a female Quicset® 43 bolted to column 35; an assembly 44 of male Quicset® 42 and female Quicset® 43; a column 35: configuration 4—45; a column 35: configuration 1—46; a main beam end 48; a 3-meter beam 52; a 2-meter beam 53; a 1-meter beam 54; an intermediate beam 62 support 55; a structural hardware 56; a lightening hole, aperture, opening 57 for air conditioning flexible ducting, sprinkler systems and ease of installation of lighting when there is a drop ceiling; a M-14 structure 58; a torsion lock 59; deck panel 60; an intermediate beam 62; a main beam 63; an intermediate beam 62 attachment plate 65; a curbing 66; a male rotolock 67; a female rotolock 68; a small curb corner 69; a large curb corner 70; a 1-meter curb cover 71; a hanging bracket 72 for straight walls; a slots 73 for hanging bracket 72; a slots 74 for handrail bolts; a hole, aperture, opening 75 for male rotolock key; a reversible beam 76 for small radius assembly; a hanging bracket #1 77 for curved wall frames; a hanging bracket #2 78 for curved wall frames; a reversible (LH or RH) curved deck panel 79; a reversible beam 80 for small radius assembly; a FH hardware attaching 81 the deck to the beam; a countersunk washer 82 for FH hardware; a handrail bolt hole 83; a R1 radius wall 84; a R2 radius wall 85; a R3 radius wall 86; a R4 radius wall 87; a curved rail 88 for curved module CM1; a curved rail 89 curved module CM2; a curved rail 90 curved module CM3; a curved module CM1-91; a curved module CM2-92; a curved module CM393; a curved module CM4-94; and a curved module CM5-95. DECKS and CURBING are shown in FIGS. 6 A through 6 K.


DECKS and CURBING/DECKS-DESIGN CHALLENGE A: The deck panel must free span 2-m while supporting a live load of 125 pounds per square foot (psf) per the International Building Council (IBC) 2018. SOLUTION: Metrideck has designed the lightest stress skin panel that will meet the above criteria while satisfying deflection and design stress criteria per International Building Codes (IBC) 2018.


DECKS and CURBING/DECKS-DESIGN CHALLENGE B: The deck panel must maintain a modular relationship to the mating system walls, whether they are on the deck or hanging outside the deck, in all possible configurations. SOLUTION: The standard deck panels are one wall wide by two walls deep, and one wall wide by one wall deep. The geometry of the deck panels for the curved wall deck assemblies are very carefully designed so they will not only fit the mating curved and straight walls but can be installed at any modular point on assemblies of standard deck panels.


DECKS and CURBING/DECKS-DESIGN CHALLENGE C: There is a basic contradiction between the need to keep the structure as light as possible and the need to maintain the necessary lateral stability, so the occupants of the structure feel safe (i.e., the structure does not shake). SOLUTION: Metrideck solves this problem most efficiently by making the whole structure act as one integrated unit. All the stress skin deck panels are locked together using rotary cam locks so they become a single deck membrane that cannot change shape in the horizontal plane. The stress skin deck panels are locked to the beam structure using a combination of torsion locks 59, handrail bolts that run through oversize holes in the curbing that is attached to the deck panels with cam locks 74 or flat head FH hardware 81 and countersunk washers 82 that are morticed into the custom deck panels 79. The columns and staircases are bolted to the beams which in turn are bolted to the deck membrane. This distributes the lateral stability developed in each of the columns and staircases throughout the whole structure.


DECKS and CURBING/DECKS-DESIGN CHALLENGE D: 1] Any particular deck panel in the inventory can be used on an outside corner, the top or bottom perimeter, the side perimeter (LH or RH), or somewhere in the center, and may or may not support handrail or walls on top of the deck surface or walls hanging on the outside of the structure. If that deck panel must be modified each time it is used in a different location or a different design configuration, the panel becomes peppered with holes. The integrity of the panel is destroyed, and there is a cost associated with each change. 2] When connecting extrusions are added to a run of walls (i.e., on the corners) the overall length of the wall assembly changes. The deck structure must be able to accommodate all wall configurations with their necessary extrusions. SOLUTION: Metrideck uses a system of curbing 66 that is attached to the standard deck panels using cam locks, to meet the challenges of 1] and 2] above. See FIGS. 6F through 6J. FIG. 61 illustrates how the function of a single standard deck panel can be changed by changing the location of the curbs, curb covers and curb corners.


DECKS and CURBING/CURBING-DESIGN CHALLENGE: The functional solutions designed into the Metrideck curbing are as follows: 1] The slotted holes 74 on FIG. 6 H are to receive the handrail bolts that pass through the base plate of the handrail, through the curbing and into the top flange of the beam below. These slots accommodate all possible combinations of handrail and beams. 2] The mortised slots machined into the connecting faces of the curbs 73, shown in FIG. 6 H and FIG. 6 G, provide slotted receivers for the straight wall bracket 72 so the location of the brackets can be adjusted to fit the wall frames. 3] The slots in the curbing that contain the cam locks, line up with the slots 67 in the edges of deck panels that carry the deck cam locks. This automatically lines up each piece of curb with the adjacent deck panel. 4] Production curbing will also have holes in the tops of the curbing to receive threaded inserts. Standard wall attachment hardware can be inserted through the holes in the bottom of the wall frames and screwed into the threaded inserts. This will lock the perimeter walls onto the edge of the deck surface. Building all these features into the curbing, rather than the deck panels, means that the deck panels maintain their standard form regardless of where and how they are used.


DECKS and CURBING/CUSTOM DECK-DESIGN CHALLENGE: FIG. 6J illustrates one of the five custom curved modules that integrate with the standard curved walls in the marketplace. FIG. 6K—curb module (CM) shows all five curved modules (CM). The overall assemblies have been carefully designed to meet the following criteria: 1] To minimize inventories: A] All beams can be used in a LH or RH structure. B] Beam geometries have been adjusted so the same beam can be used in different locations as well as being reversible. C] Standard deck panels and curbing are used whenever possible. The custom deck panels are machined on both the top and bottom surfaces so they can be “flipped over” and be used in either LH or RH assembly configurations. 2] All custom deck panels have features that accommodate: A] Mounting holes or slots for curved and straight wall mounting brackets. B] Clearance holes for handrail bolts for all possible handrail configurations. C] Attachment points to the custom beams in either LH or RH assembly configurations. D] Cam lock locations on the contact faces that line the curved module assemblies up perfectly with the standard deck panel assemblies. These can be seen in FIG. 6J.



FIG. 8 A through 8 N are sketches describing assembly and the steps taken when one installs the Metrideck Rapid Deployment and Reconfigurable Structural system 20. Shown are the same details and components in the above sketches. Here, they are shown step-by-step how the assembly is accomplished. This ASSEMBLY is shown in FIGS. 8 A through 8N. FIG. 8 A shows the assembled sample structure that includes a straight staircase, landing and deck guardrail and three system walls (by others) mounted on the deck surface. FIG. 8 B shows an exploded view of the sample structure. STEP 1FIG. 8C shows the first beam being assembled to the first two columns using the Quicset connections (see detail). No structural hardware is used. STEP 2FIG. 8D shows the end perimeter beams and their supporting columns are connected as above. No structural hardware used. STEP 3FIG. 8E shows how the intermediate beam assembly is attached to the beam structure by lifting the beam and rolling it onto the shoulder bolts on the end beams (see detail). STEP 4FIG. 8F shows the last perimeter beam installed on the supporting columns. This closes the beam structure of the main deck. One of the setup crew installs and torque tightens the structural hardware while the rest of the crew moves on to STEP 5. STEP 5FIG. 8G The landing beams and columns are assembled with structural hardware on the ground and then lifted into position and connected to the main deck. STEP 6FIGS. 8 H, 8 I. The landing deck panel 109 and standard deck panels 60 with attached curbing, are lifted onto the beams and attached, one at a time, in the order specified on the setup drawings. Each deck panel is positioned so there is the correct overhang over the perimeter beams (see FIG. 8Ha, FIG. 8H). The deck panel is fastened to the beams with torsion locks 59 and handrail through bolts. The torsion lock drops into the machined reveal in the deck surface, through the mating hole in the top flange of the beam and is secured with a flange nut on the underside of the top flange of the beam (see FIG. 3D). As the next deck panel is lifted into place, it is secured to the deck panel already installed with the rotolocks 67 and 68 in the edges of the deck panels. This panel is now bolted to the beams below with torsion locks. This procedure is repeated for the rest of the deck panels. STEP 7FIG. 8J, 8K, AND 8L The upper section of staircase 117 is lifted into position next to the landing on the ground. The upper stair guardrail and handrail assembly that sits next to the deck structure 129 is bolted to the stringer. This is done for easy access and tightening of the guardrail hardware. The bottom end of the upper staircase is lifted and the two adjustable stair legs 103 are slid into the pockets of the of upper stringer bottom brackets 102 and the locking bolts tightened. (See FIG. 7B). The top of the upper section of the staircase is then lifted by hand and slid towards the stair beam until the shoulder bolts on the upper stair to beam brackets 100 engage with the slotted holes in the stair beam. (see FIGS. 8H PLAN and 8J ISOMETRIC VIEW). The lower section of the staircase 118 is lifted into position and using the downward facing tenons on the lower stringer top brackets 104 is dropped into the upward facing mortises in the upper stringer bottom brackets 102. The weight of the lower staircase pivoting off the bottom of the staircase on the ground, holds the lower stair in position. See FIGS. 7A and 7B. To finish the staircase assembly the remaining sections of stair guardrail and handrails 130, 131 and 132 are bolted to the stringers. The adjustable feet on the stair legs 103 are used to straighten the tops of the upper and lower stringers (relative to one another) so the upper and lower stair guardrails fit together correctly in the center. STEP 8FIG. 2Q. The landing guardrail assembly 108 is bolted to the landing deck with hardware that passes through the bottom flange of the guardrail, through an oversize hole in the landing panel and through an oversize hole in the top flange of the beam. The hardware is secured on the underside of the top flange with flange nuts. The two pieces of guardrail are connected on the outside corner with the handrail corner assembly 133. This is a solid aluminum handrail corner with two connecting pins on the connecting faces. The pins are locked into the ends of the guardrails using setscrews in the guardrails. STEP 9FIG. 8N. The system walls are lifted onto the deck surface and secured with the 8 mm wall system clamp bolts 130 which are bolted into the 8 mm threaded inserts in the curbing.



FIGS. 9 A and 9 B are sketches of corners for the Metrideck Rapid Deployment Structural system 20 with extensions and modules described. FIG. 10 A through 10 C are sketches of the assembly of a system with curved walls and integral stairs as one simple installation scheme to describe assembly of the Metrideck Rapid Deployment Structural system. These show some configurations and assemblies for the Metrideck Rapid Deployment Structural system 20. COMBINING MODULES AND INTEGRATING WALLS are shown well in FIGS. 9 A and 9 B and FIGS. 10 A through 10 C. FIG. 9 A shows that walls sitting on the edge of the deck are flush with the outside edge of the structure. The walls are attached to the deck using the 8 mm wall system hardware that bolts into 8 mm threaded inserts in the curbs. FIG. 9 B shows curved and straight walls that wrap the outside of the Metrideck structure. The top of the stacked walls is at the same height as the top of a standard height wall sitting on the deck surface. Walls sitting on the deck can be connected to the stacked walls sitting on the floor with wall system hardware. FIG. 10 A shows in a plan view a sample custom Metrideck structure that is created by adding together the modules shown at the bottom of the page. This custom structure was designed to show how metric wall systems (by others) integrate perfectly with Metrideck structures. FIG. 10 B shows the above structure in an isometric view. FIG. 10 C shows an isometric view of the same structure with metric system walls (by others) added. On the right-hand M5 deck module, the walls sit on top of the structure, precisely fitting the edge of the deck. On the left-hand M5 structure, the walls wrap around the outside of the structure from the floor one wall above the deck.


Many uses are anticipated for the Metrideck Rapid Deployment and Reconfigurable Structural system 20 for temporary buildings such as trade show display systems. Some examples, and not limitations, are shown in the following Table.













ITEM
DESCRIPTION
















1
Trade show exhibits.


2
Museum displays.


3
Law enforcement and military temporary or short-



term conference and office buildings.


4
Showcase item for displays.


5
Corporate lobbies


6
Airport bespoke/executive lounges


7
Museums









With this description it is to be understood that the Metrideck Rapid Deployment and Reconfigurable Structural system 20 for temporary buildings such as trade show display systems is not to be limited to only the disclosed embodiment of product. The features of the Metrideck system 20 are intended to cover various modifications and equivalent arrangements included within the spirit and scope of the description.


While certain novel features of this invention have been shown and described and are pointed out in the annexed claims, it is not intended to be limited to the details above, since it will be understood that various omissions, modifications, substitutions and changes in the forms and details of the device illustrated and in its operation can be made by those skilled in the art without departing in any way from the spirit of the present invention. Without further analysis, the foregoing will so fully reveal the gist of the present invention that others can, by applying current knowledge, readily adapt it for various applications without omitting features that, from the standpoint of prior art, fairly constitute essential characteristics of the generic or specific aspects of this invention.


Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which these inventions belong. Although any methods and materials similar or equivalent to those described herein can also be used in the practice or testing of the present inventions, the preferred methods and materials are now described above in the foregoing paragraphs.


Other embodiments of the invention are possible. Although the description above contains much specificity, these should not be construed as limiting the scope of the invention, but as merely providing illustrations of some of the presently preferred embodiments of this invention. It is also contemplated that various combinations or sub-combinations of the specific features and aspects of the embodiments may be made and still fall within the scope of the inventions. Various features and aspects of the disclosed embodiments can be combined with or substituted for one another to form varying modes of the disclosed inventions. Thus, it is intended that the scope of at least some of the present inventions herein disclosed should not be limited by the particularly disclosed embodiments described above.


The terms recited in the claims should be given their ordinary and customary meaning as determined by reference to relevant entries (e.g., definition of “plane” as a carpenter's tool would not be relevant to the use of the term “plane” when used to refer to an airplane, etc.) in dictionaries (e.g., widely used general reference dictionaries and/or relevant technical dictionaries), commonly understood meanings by those in the art, etc., with the understanding that the broadest meaning imparted by any one or combination of these sources should be given to the claim terms (e.g., two or more relevant dictionary entries should be combined to provide the broadest meaning of the combination of entries, etc.) subject only to the following exceptions: (a) if a term is used herein in a manner more expansive than its ordinary and customary meaning, the term should be given its ordinary and customary meaning plus the additional expansive meaning, or (b) if a term has been explicitly defined to have a different meaning by reciting the term followed by the phrase “as used herein shall mean” or similar language (e.g., “herein this term means,” “as defined herein,” “for the purposes of this disclosure [the term] shall mean,” etc.). References to specific examples, use of “i.e.,” use of the word “invention,” etc., are not meant to invoke exception (b) or otherwise restrict the scope of the recited claim terms. Other than situations where exception (b) applies, nothing contained herein should be considered a disclaimer or disavowal of claim scope. Accordingly, the subject matter recited in the claims is not coextensive with and should not be interpreted to be coextensive with any particular embodiment, feature, or combination of features shown herein. This is true even if only a single embodiment of the particular feature or combination of features is illustrated and described herein. Thus, the appended claims should be read to be given their broadest interpretation in view of the prior art and the ordinary meaning of the claim terms.


Unless otherwise indicated, all numbers or expressions, such as those expressing dimensions, physical characteristics, etc. used in the specification (other than the claims) are understood as modified in all instances by the term “approximately.” At the very least, and not as an attempt to limit the application of the doctrine of equivalents to the claims, each numerical parameter recited in the specification or claims which is modified by the term “approximately” should at least be construed considering the number of recited significant digits and by applying ordinary rounding techniques.


The present invention contemplates modifications as would occur to those skilled in the art. While the disclosure has been illustrated and described in detail in the figures and the foregoing description, the same is to be considered as illustrative and not restrictive in character, it being understood that only selected embodiments have been shown and described and that all changes, modifications and equivalents that come within the spirit of the disclosures described heretofore and or/defined by the following claims are desired to be protected.

Claims
  • 1. A Metrideck Rapid Deployment and Reconfigurable Structural system (20) made of durable materials and comprising: (a) a set of at least four vertical columns (35), each column with a set of attachment features;(b) a set of at least four horizontal pre-manufactured beams each said beam with a set of attachment features;(c) a Quicset for each connection of each said beam and each vertical column;(d) at least one deck panel (60);(e) a series of curbing which encircles the at least one deck panel at a perimeter;(f) a stair system; and(g) a set of straight and/or curved handrail/guardrail configurations
  • 2. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein the columns further comprise an inner stiffener (34).
  • 3. The Metrideck Rapid Deployment and Reuseable Decking system (20) described in claim 1 wherein the durable materials are selected from the group consisting of Metals, reinforced plastics, and composite materials.
  • 4. The Metrideck Rapid Deployment and Reuseable Decking system (20) described in claim 4 wherein the metals are selected from the group consisting of steel alloys, aluminum, and titanium.
  • 5. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 4 wherein the reinforced plastics are selected from the group consisting of poly urethanes, nylons, Poly Vinyl Chlorides, cast, and injection molded acrylics, and other reinforced polymers manufactured with reinforcing fibers.
  • 6. The Metrideck Rapid Deployment and Reuseable Decking system (20) described in claim 1 wherein the modular relationship to the mating system walls is selected from the group consisting of walls with a bottom setting contiguous to a floor surface and/or deck surface and the walls are hanging outside the deck perimeter.
  • 7. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein the component configuration can permit at least 14 structural configurations from a single M14 (6 m by 6 m) beam, column, deck, and handrail combination with the addition of one 1 m by 1 m deck panel.
  • 8. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein the set of attachment features for the vertical columns are selected from the group consisting of holes for attachment bolts, holes for a female Quicset, an adjustable column foot, a stiffener, a wire management hole, and a column extension.
  • 9. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein the set of attachment features for the beams are selected from the group consisting of a beam to column attachment plate (41) with holes for male Quickset (43), an intermediate beam support (55) with shoulder bolt (64), an intermediate beam attachment plate (65), a beam end (48), a set of beam lightening openings (57), and a torsion lock (59).
  • 10. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein the Quicset includes with a pair of threaded structural bolts and nuts to attach to a column and beam, a male Quicset attached to an end of the beam and a female Quicset attached to the top area of the column wherein both the male and female Quicset have mating dovetails to provide a tight interlock without the need for tools or fasteners during an initial assembly of the column and beam.
  • 11. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein the at least one deck panel is further comprising hardware (81) to attach the deck panel to the beams and slots (73) to attach a hanger bracket for connecting to a wall structure.
  • 12. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein set of attachments for the curbing is selected from the group consisting of corners (69,70), covers (71), slots (74) for a handrail or guard rail, roto locks (67,68), and a hanging bracket (72) for straight and curved walls (77,78).
  • 13. The Metrideck Rapid Deployment and Reconfigurable Structural system (20) described in claim 1 wherein the stair system includes components selected from the group consisting of upper and lower stair assembly, upper and lower landings, guard rails, and support structures, fasteners, treads, and tread noses.
  • 14. A Metrideck Rapid Deployment and Reconfigurable Structural system (20) made of durable materials and comprising: (a) a set of at least four vertical columns (35), each column with a set of attachment features including holes for attachment bolts, holes for a female Quicset, an adjustable column foot, an inner stiffener, a wire management through hole, and a column extension;(b) a set of at least four horizontal pre-manufactured beams each said beam with a set of attachment features including a beam to column attachment plate (41) with holes for male Quickset (43), an intermediate beam support (55) with shoulder bolt 64), an intermediate beam attachment plate (65), a beam end (48), a set of beam lightening openings (57), and a torsion lock (59);(c) a Quicset for each connection of each said beam and each vertical column, each Quicset includes with a pair of threaded structural bolts and nuts to attach to a column and beam, a male Quicset attached to an end of the beam and a female Quicset attached to the top area of the column wherein both the male and female Quicset have mating dovetails to provide a tight interlock without the need for tools or fasteners during an initial assembly of the column and beam;(d) at least one deck panel (60) and further comprising hardware (81) to attach the deck panel to the beams and slots (73) to attach a hanger bracket for connecting to a wall structure;(e) a series of curbing which encircles the at least one deck panel at a perimeter the curbing having a set of attachment features including corners (69,70), covers (71), slots (74) for a handrail or guard rail, a set of roto locks (67,68), and a set of hanging bracket (72) for connecting the curbing to straight and curved wall structures (77,78);(f) a stair system including components selected from the group consisting of upper and lower stair assembly, upper and lower landings, guard rails, and support structures, fasteners, treads, and tread noses; and(g) a set of straight and/or curved handrail/guardrail configurationswherein the Metrideck Rapid Deployment and Reconfigurable Structural system (20) maintains a modular relationship to the mating wall structures and wherein Metrideck Rapid Deployment and Reconfigurable Structural system provides multiple platform configurations, and provides a higher strength to weight ratio compared to other rapid deployment decking systems.
  • 15. The Metrideck Rapid Deployment and Reuseable Decking system (20) described in claim 15 wherein the durable materials are selected from the group consisting of Metals, reinforced plastics, and composite materials.
  • 16. The Metrideck Rapid Deployment and Reuseable Decking system (20) described in claim 16 wherein the metals are selected from the group consisting of steel alloys, aluminum, and titanium.
  • 17. The Metrideck Rapid Deployment and Reuseable Decking system (20) described in claim 16 wherein the reinforced plastics are selected from the group consisting of poly urethanes, nylons, Poly Vinyl Chlorides, and other reinforced polymers manufactured with reinforcing fibers.
  • 18. The Metrideck Rapid Deployment and Reuseable Decking system (20) described in claim 15 wherein the modular relationship to the mating system walls is selected from the group consisting of walls with a bottom setting contiguous to a floor surface and/or deck surface and the walls are flush with the outside of the deck surface or hanging outside the deck perimeter.
  • 19. A method to build a Metrideck Rapid Deployment and Reconfigurable Structural system (20), the method to build comprising the following steps in series: Pre-step: Gathering and organizing a full set of components and fasteners near a location for building a first main section of the structural system;Step 1: Assembling a part of the components, a first side perimeter beam connected to a first pair of two columns without the need of structural hardware;Step 2: Assembling a pair of end perimeter and connector beams to the first pair of two columns and to a second pair of two columns without the need of structural hardware;Step 3: Attaching an intermediate beam between the pair of end perimeter and connector beams by lifting the intermediate beam and rolling it onto a set of shoulder bolts on each of the pair of end perimeter and connector beams;Step 4: Assembling a second side perimeter beam connected to the second pair of two columns without the need of structural hardware;Step 5: Preparing and assembling a stair landing beam assembly (127A) comprising at least three stair beams (127) and at least two upper landing support columns (112), the stair landing is assembled with structural hardware on the ground and then is lifted into a vertical position and connected to the first main section of the structural system;Step 6: Assembling by lifting and placing a landing deck panel (109) and a plurality of a deck panel (60) with a curbing to the beams of the stair landing and to the first and second side perimeter beams and each of the pair of end perimeter and connector beams of the first main section, each of the plurality of deck panels is attached in an order specified on a set of setup drawings and each deck panel is fastened to the beams with a plurality of torsion locks (59) whereby the torsion lock drops into a machined reveal in a deck surface and through a mating hole in a top flange of the beam, and each of the plurality of torsion lock is secured with a flange nut on the underside of the top flange of the beam and whereby each of the plurality of the deck panels is secured to a contiguous deck panel with rotolocks (67) and (68) in the edges of the plurality of deck panels;Step 7.1: Attaching the inside top handrail section (129) to the inside stringer on the top staircase (117) and sliding a pair of adjustable stair legs (103) into the leg pockets (102) of the stringers (98); and securing with the integral clamp bolts;Step 7.2: Lifting and sliding the upper section of the staircase (117) toward one of the stair beams (127) of the landing beam assembly (127A), the one of the stair beams (127) further comprising 2 sets of upper and lower slotted holes (134) to locate and secure the upper section of the staircase (117) further comprising an attached upper bracket (100) with locating shoulder bolt (131) and slotted hole for structural hardware (56);Step 7.3: Removably placing the shoulder bolt (131) of the upper bracket (100) into the slotted holes (134) of the stair beam (127) at an uppermost section of the upper section of the staircase (117) and then securing and connecting the bracket (100) to the stair beam (127) with a set of hardware (56);Step 7.4: Assembling a lower section of the staircase (118) by lifting the lower section of the staircase (118) into position and by using the downward facing tenons on the lower stringer top brackets (104) which is dropped into an upward facing mortise in the upper stringer bottom brackets (102) and whereby the weight of the lower staircase pivoting off the bottom of the staircase on the ground, holds the lower section of a staircase (118) in position;Step 7.5: Finishing the staircase assembly (117,118) whereby the remaining sections of stair guardrail and handrails are secured to the stringers and whereby adjustable feet (105 on the stair legs (103) are used to straighten the tops of the upper and lower stringers (98,99) relative to one another so the upper and lower stair guardrails fit correctly together in the center;Step 8: Attaching a landing guardrail assembly (108) to the landing deck with a set of hardware that passes through a bottom flange of the guardrail, through an oversize hole in the landing panel and through an oversize hole in the top flange of the beam, then securing the set of hardware on the underside of the top flange with a group of flange nuts in a configuration such that a pair of two pieces of guardrail are connected on an outside corner with a handrail corner assembly (133), and finally connecting a set of pins with set screws to a solid aluminum handrail corner;Step 9: Lifting a group of system walls onto the deck surface and securing each of the group of walls with an 8 mm wall system clamp bolts (130) by inserting the clamp bolts into a group of 8 mm threaded inserts in the curbing;Step 10: Repeat steps as needed to build an additional section of deck and walls as pre-determined; andStep 11: Remove any surplus materials from the full set of components and fasteners from the location for building.