WO2012082212A1 - Immeuble à compression statique - Google Patents

Immeuble à compression statique Download PDF

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Publication number
WO2012082212A1
WO2012082212A1 PCT/US2011/053406 US2011053406W WO2012082212A1 WO 2012082212 A1 WO2012082212 A1 WO 2012082212A1 US 2011053406 W US2011053406 W US 2011053406W WO 2012082212 A1 WO2012082212 A1 WO 2012082212A1
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WO
WIPO (PCT)
Prior art keywords
corner
panel
channel
tensioning
assembly
Prior art date
Application number
PCT/US2011/053406
Other languages
English (en)
Inventor
Bart David Yoder
Richard Carmona
Steven M. Yoder
Frank Robert Dellaguzzo
Jerry Eldon Frisch
Daniel R. Garner
Rory R. Hiller
Original Assignee
Performance Contracting, Inc.
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Performance Contracting, Inc. filed Critical Performance Contracting, Inc.
Publication of WO2012082212A1 publication Critical patent/WO2012082212A1/fr
Priority to US13/867,399 priority Critical patent/US20130232886A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • the present disclosure generally relates to a portable structure that is modular in design, and in particular a lightweight building frame and wall elements that when assembled, form the modular structure.
  • FIG. 1 is an isometric view of a first embodiment of a portable, modular structure as disclosed herein.
  • Fig. 2a is an exploded isometric view of a framing system for the portable, modular structure of Fig. 1.
  • Fig. 2b is an isometric view of the framing system of Fig. 2a and showing a tensioning system.
  • Fig. 3a is an exploded isometric view of a full corner assembly (absent tensioning members) of the framing system of Fig. 2a.
  • Fig. 3b is an isometric view of an assembled full corner assembly of the framing system of Fig. 2a.
  • Fig. 4a is an exploded isometric view of a side channel assembly (absent tensioning members) of the framing system of Fig. 2a.
  • Fig. 4b is an isometric view of an assembled side channel assembly of the framing system of Fig. 2a.
  • Fig. 5 is an isometric view of a portable, modular structure according to a second embodiment as disclosed herein.
  • Fig. 6 is an isometric view of a framing system of Fig. 5.
  • Fig. 7a is an exploded isometric view of a gable assembly (absent tensioning members) of the framing system of Fig. 6.
  • Fig. 7b is an isometric view of an assembled gable assembly of the framing system of Fig. 6.
  • Fig. 8a is an exploded isometric view of a side channel assembly (absent tensioning members) of the framing system of Fig. 6.
  • Fig. 8b is an isometric view of an assembled side channel assembly of the framing system of Fig. 6.
  • Fig. 9a is an exploded isometric view of an upper corner assembly (absent tensioning members) of the framing system of Fig. 6.
  • Fig. 9b is an isometric view of an assembled upper corner assembly of the framing system of Fig. 6.
  • Fig. 10 is an isometric view of a portable, modular structure according to a third embodiment as disclosed herein.
  • Fig. 11 is an isometric view of a framing system of Fig. 10.
  • Fig. 12a is an exploded isometric view of a first upper corner assembly (absent tensioning members) and an end fascia connection of the framing system of Fig. 1 1.
  • Fig. 12b is an isometric view of an assembled first upper corner assembly and an assembled end fascia assembly of the framing system of Fig. 1 1.
  • Fig. 13a is an exploded isometric view of a side fascia assembly (absent tensioning members) of the framing system of Fig. 11.
  • Fig. 13b is an isometric view of an assembled side fascia assembly of the framing system of Fig. 1 1.
  • Fig. 14a is an exploded isometric view of a second upper corner assembly (absent tensioning members) of the framing system of Fig. 11.
  • Fig. 14b is an isometric view of an assembled second upper corner assembly of the framing system of Fig. 1 1.
  • FIGs. 15a-15h illustrate alternate embodiments of the portable modular structure as disclosed herein.
  • Figs. 16a and 16b are schematic views of exemplary panel(s) used with the structure disclosed herein.
  • Fig. 17 is an isometric view of an alternate embodiment of a portable, modular structure as disclosed herein.
  • Fig. 18 is an isometric view of the framing system of Fig. 17 and showing a tensioning system.
  • Figs. 19a-191 are cross section views of configurations of different double capture frame members that may be used with the embodiments disclosed herein.
  • FIGs. 20a-20r illustrate aspects of an exemplary process of assembling a structure, in accordance with an exemplary method of the first embodiment of this disclosure.
  • Fig. 21 is an isometric view of a composite structure in accordance with a fourth embodiment of this disclosure.
  • Fig. 22 is an isometric view of a portable, modular structure of the composite structure of Fig. 21.
  • Fig. 23 is an exploded isometric view of a framing system for the portable, modular structure of Fig. 22.
  • Fig. 24 is an isometric view of the framing system of Fig. 23 and showing a tensioning system.
  • Fig. 25a is an exploded isometric view of a full corner assembly (absent tensioning members) of the framing system of Fig. 23, wherein the full corner assembly is for being mounted to a fixed wall of the composite structure of Fig. 21.
  • Fig. 25b is an isometric view of an assembled full corner assembly of the framing system of Fig. 23, wherein the full corner assembly is for being mounted to the fixed wall of the composite structure of Fig. 21.
  • the present disclosure is directed to a rigid, portable, mobile structure including a framing system and tensioning system for use as a dwelling, storage facility or general purpose building.
  • a rigid, portable structure including a framing system and tensioning system the skilled artisan will recognize that the principles of the present disclosure are not so limited but extend to any type of portable structure that includes a framing system and tensioning system that is lightweight and may be assembled rapidly.
  • Longitudinal refers to a longitudinal axis "a" oriented in a direction parallel to a first side of a structure.
  • Longteral refers to a direction orthogonal to the longitudinal direction and to a lateral axis " ⁇ " oriented in a direction parallel to a second side of the structure.
  • Very refers to a vertical axis " ⁇ 5" oriented in a direction orthogonal to the longitudinal direction and the lateral direction.
  • the three directional axes establish a Cartesian coordinate system.
  • the Cartesian coordinate disclosed is consistent throughout the disclosure.
  • the longitudinal direction a generally refers to a long side of the structure and the lateral direction ⁇ generally refers to a short side of the structure.
  • the longitudinal direction a and lateral direction ⁇ may be interchangeable.
  • the longitudinal and lateral directions a, ⁇ may be interchangeable. From time-to-time in this description, longitudinally extending walls or framing components shall be referenced as "front” and “back” solely for the purposes of ease of description. The nomenclature is not meant to be limiting to the invention, but is meant to facilitate discussion and explanation of the structure of the disclosure.
  • a static compression structure comprises a series of rigid panels releasably held together, at least in part, by compressive forces applied to said rigid panels by a tensioning system.
  • the series of rigid panels are supported by a framing system such that the panels are placed into compression by a tensioning system associated with the framing system.
  • the structure may be formed when rigid panels are brought together with the framing system.
  • the framing system may generally be comprised of a plurality of panel engaging cap members cooperatively interconnecting at corner connections and co-linear member connections and a plurality of tensioning members cooperating with the cap members.
  • opposing cap members engage opposing edges of at least one rigid panel
  • tensioning members span the distance between opposing cap members and, while being placed in tension, compress the therebetween engaged panel.
  • wall, roof and floor panels are captured in the framing by compressive forces applied along at least two axes, for example, the lateral ⁇ and vertical ⁇ directions.
  • a plurality of side wall assemblies 7a, b, end wall assemblies 8a, b, roof assemblies 9a and floor assemblies 9b may be assembled to form a structure 10 that may have a variety of shapes and sizes (see Figs. 15a-15h).
  • Figs. 1 and 2b illustrate aspects of a relatively large modular structure 10 of a first embodiment
  • Figs. 17 and 18 illustrate aspects of a relatively small modular structure of an alternate embodiment.
  • Doors 28 and windows may be formed in any wall assembly of the structure 10.
  • An example orientation of the components of the embodiment of Fig. 1, applying the directional definitions state above, may be as follows: the side wall assemblies 7a, 7b extend in the longitudinal direction a and are spaced part in the lateral direction ⁇ ; the end wall assemblies 8a, 8b extend in the lateral direction ⁇ and are spaced apart in the longitudinal direction a; and the roof assembly 9a and floor assembly 9b are spaced apart in the vertical direction ⁇ .
  • Respective assemblies 7a, 7b, 8a, 8b, 9a, 9b may be connected at edges of the structure 10 to form outer corners of the structure 10.
  • side wall assembly 7a may be connected with roof assembly 9a to form an outer corner of the structure 10
  • side wall assembly 7a may be connected with end wall assembly 8a to form an outer corner of the structure 10.
  • each leveling base 10 may be supported by a plurality of leveling bases 11. It is anticipated that each leveling base
  • the 11 will be adjustable such that the structure 10 can be positioned on a foundation or base, or uneven ground, and have a level floor.
  • Each side wall assembly 7a, 7b may be comprised of at least one wall panel 12, a lower cap member 14 and an upper cap member 16.
  • the lower cap member 14 may engage with a lower edge of the wall panel 12 and the upper cap member 16 may engage with an upper edge of the wall panel 12 to support the wall panel 12 and form a portion of a framing system 5.
  • the lower and upper cap members 14, 16 are interchangeable with one another.
  • the lower and upper cap members 14, 16 should be of sufficient length to span the length of at least one wall panel 12, preferably of a length to span at least two wall panels, and most preferably of a length to span three or more panels.
  • Each end wall assembly 8a, 8b may be comprised of at least one wall panel 12, a lower cap member 14' and an upper cap member 16'.
  • the lower cap member 14' may engage with a lower edge of the wall panel 12 and the upper cap member 16' may engage with an upper edge of the wall panel 12 to support the wall panel 12 and form a portion of a framing system 5.
  • the lower and upper cap members 14', 16' are interchangeable with one another.
  • the lower and upper cap members 14', 16' should be of sufficient length to span the length of at least one wall panel 12, preferably of a length to span at least two wall panels, and most preferably of a length to span three or more panels.
  • Each roof assembly 9a may be comprised of at least one roof panel 13a, a front cap member 15 and a rear cap member 17.
  • the front cap member 15 may engage with a first edge of the roof panel 13a and the rear cap member 17 may engage with a second edge of the roof panel 13a to support the roof panel 13a and form a portion of a framing system 5.
  • the front and rear cap members 15, 17 are interchangeable with one another.
  • the front and rear cap members 15, 17 should be of sufficient length to span the length of at least one roof panel 13a , preferably of a length to span at least two panels, and most preferably of a length to span three or more panels.
  • Each floor assembly 9b may be comprised of at least one floor panel 13b, a front cap member 15' and a rear cap member 17'.
  • the front cap member 15' may engage with a first edge of the floor panel 13b and the rear channel 17' may engage with a second edge of the floor panel 13b to support the floor panel 13b and form a portion of a framing system 5.
  • the front and rear cap members 15', 17' may be interchangeable with one another.
  • the front and rear cap members 15', 17' should be of sufficient length to span the length of at least one floor panel 13b, preferably of a length to span at least two panels, and most preferably of a length to span three or more panels.
  • the structure 10 may comprise a plurality of vertically extending corner posts 19 arranged at corners of the structure 10.
  • some embodiments may require no end post at intersecting wall assemblies 7a, 7b, 8a, 8b but may use a flashing or similar sheet metal material to conceal the intersection and offer some insulation benefits.
  • a flashing or similar sheet metal material may offer the benefit of being able to form an intersection between a side wall element 7 and an end wall element 8 that is a non-perpendicular intersection.
  • Cap members 14, 15, 16, 17, 14', 15', 16', 17' are acceptably of a variety of configurations, so long as the configuration provides for at least the function of cooperating with a panel edge to accomplish the application of compression forces and so long as the configuration can cooperate with the tensioning members and the panel to effect the necessary forces, connections and stability that will be evident to one of skill in the art reading this disclosure.
  • the cap member may be a flat plate with acceptable panel gripping features and interfacing for the tensioning system.
  • each cap member is of a configuration having an elongated base plate and opposing, upstanding side plates, such that there is defined thereby an elongated, open channel or trough along the length of the cap member.
  • This cap member configuration which shall be referred to herein as a channel member, provides certain advantages to the current static compression structure that make the channel member more preferable than, for example, a flat plate without upstanding side plates (which, as mentioned above may be an acceptable but less preferred cap member).
  • the channel member configuration which shall be referred to herein as a channel member
  • trough/channel of the channel member may engage with or accept therein an end portion of a panel 12, 13 (as opposed to simply engaging the edge of the panel).
  • the trough of the channel member may have right-angled inner corners or may have a variety of other cross sectional shapes, including but not limited to, U-shaped, C-shaped, V-shaped, to accommodate the desired shape of the end portion of the respective panel.
  • all of the channel members are formed in a particular design referred to sometimes herein as a "double capture frame member” or a "double channel configuration”.
  • Figs 19a-191 illustrate but some of the possible cross section configurations for the double capture frame members.
  • Double capture frame members may extend in the longitudinal direction a, the lateral direction ⁇ , or the vertical direction ⁇ .
  • double capture frame members extending in the longitudinal direction a will have reference number 51 or 51 '
  • double capture frame members extending in the lateral direction ⁇ will have reference number 53 or 53'
  • double capture frame members extending in the vertical direction ⁇ will have reference number 55.
  • the double capture frame members 51 intended for orientation in the longitudinally extending directions shall be referred to as “longitudinal frame members 51” and the double capture frame members 53 intended for orientation in the laterally extending directions shall be referred to as “lateral frame members 53.
  • “Double capture frame members support one edge of each of two adjacent perpendicular panels, such as, for example, a floor panel and a wall panel or a roof panel and a wall panel.
  • the channel members 14, 15, 16, 17 may be arranged substantially orthogonal to one another when joined to form the respective double capture frame member.
  • An example of one embodiment of a longitudinally extending double capture frame member 51 is seen by reference to Fig.
  • each longitudinally extending double frame member 51 can be interchangeably used for a frame member 51 at any of the four longitudinal edges of the structure 10; for example each longitudinal double capture frame member 51 may function as any of an upper-front, upper-rear, lower-front and lower-rear frame member.
  • each laterally extending double frame member 53, 53' can be interchangeably used for a frame member 53, 53' at any of the four lateral edges of the structure 10; for example each lateral double capture frame member 53 may function as any of an upper-left, upper-right, lower-left and lower-right frame member.
  • the floor panels 13b may be thicker than the wall panels 12 and thicker than the roof panels 13a, and, therefore, the upper frame members 51, 53 may not be interchangeable with a lower frame member 5 ⁇ , 53'.
  • the trough opening of the channel member 15', 17' receiving the end section of a floor panel 13b may be wider than that of the channel member 15, 17 receiving either a wall panel 12 or a roof panel 13a.
  • the lower longitudinal frame member 5 ⁇ may still be used on either side of the floor panel 13b, it may not be useful as an upper frame member 51 supporting a roof panel 13a.
  • lateral frame members 53' in such an embodiment.
  • a laterally extending double capture frame member 53 refer inter alia to Fig. 2a.
  • the double capture frame member may have two channel members arranged with their channel openings directed substantially perpendicular to one another, and the channel members may be arranged at any angle relative to each other to form non-parallelepiped structures.
  • channel members forming a double capture frame member may be arranged non-parallel along their length to facilitate assembly, for example, of pitched or gabled roofs. See for example Figs. 5-14 discussed below.
  • the corner post 19 may also be configured as a double capture frame member 55 having channel members arranged to be substantially perpendicular and receive intersecting wall panels 12 at a corner of the structure 1.
  • the channel members forming a double capture corner post frame members 55 may be arranged at an angle relative to one another to facilitate non- perpendicular wall arrangements.
  • all of the channel members and double capture members are substantially rigid or semi-rigid (for example sufficiently rigid to support its own weight across an intended span without substantial sagging) and may be fabricated from a lightweight metal, such as, for example, aluminum or a steel alloy.
  • the channels and double capture members may be made of a heavy durable plastic, such as, for example, polyvinylchloride.
  • All of the panels (wall, roof and floor) may be made of lightweight material and may have a composite structure.
  • an interior of the panels may be fabricated from a lightweight material such as foam and the exterior fabricated from a stronger material such as sheet metal.
  • a tensioning system 20 may be employed to place wall assemblies 7a, 7b, 8a, 8b, roof assemblies 9a and floor assemblies 9b into a compressed state.
  • the tensioning system of the depicted embodiment may be comprised of a plurality of tensioning members 22, 26 and associated hooks or anchors (as discussed below).
  • Lateral tensioning members 22 extend generally in the lateral direction ⁇ and vertical tensioning members 26 extend generally in the vertical direction ⁇ .
  • the tensioning members 22, 26 may be rigid or non-rigid depending on the particular application.
  • the tensioning members 22, 26 may be non-rigid.
  • the tensioning members 22, 26 are also adjustable in length. As such, the tension associated with each tensioning member 22, 26 may be adjusted.
  • a substantial portion of the tension in the tensioning member 22, 26 may be directly transferred to a respective wall assembly 7a, 7b, 8a, 8b, roof assembly 9a or floor assembly 9b to place the particular assembly 7a, 7b, 8a, 8b, 9a, 9b in a state of compression.
  • the panels 12, 13a, 13b react to being placed in compression to become a stronger and more rigid panel.
  • the tensioning system 20 may further comprise a plurality of stabilizing cables 24 that extend from the structure 10 to locations exterior the structure 10 to further anchor the structure 10 in position.
  • the stabilizing cables 24 may also be adjustable and when installed, may be in tension.
  • the stabilizing cables 24 may also apply additional compressive loading to the assemblies 7a, 7b, 8a, 8b, 9a, 9b.
  • acceptable tensioning members include (i) a heavy-duty nylon strap with connecting hooks at two displaced locations on the strap and with mechanical ratcheting mechanisms that (releasably) cinch the strap to shorten the distance between the two hooks and (ii) a cabling system including two cables, each with a connecting hook or eye-loop at one end, joined at their non-hooked ends by a cable cinching mechanism (such as a turnbuckle) that (releasably) draws the two cables toward one another to shorten the distance between the two hooks.
  • a cable cinching mechanism such as a turnbuckle
  • Fig. 2a is an exploded isometric view of a framing system 5 for the modular portable structure 10 according to the depicted embodiments of Figs 1-4.
  • the framing system 5 may be comprised of longitudinal frame members, lateral frame members, corner brackets, in-line brackets, and corner posts 19 (if required by the particular embodiment). Since the structure 10 is modular, the framing system 5 is modular as well. In fact, the modular nature of the framing system 5 enhances the modular nature of the structure 10.
  • the longitudinal frame members 51 may have a connection element 34 at each end (see Fig. 4a).
  • connection elements 34 of the longitudinal frame member 51 may extend from an outer surface of the double capture frame member 51 and perpendicular to the outer surface (as illustrated and for this particular embodiment, in the lateral direction ⁇ ).
  • the connection element 34 may facilitate connection of adjacent longitudinal frame members 51 with the tensioning system 20 (see Fig. 4a).
  • the lateral frame member 53 may have a connection element 34 at one end, also extending from an outer surface and generally perpendicular to the outer surface (as illustrated and for this particular embodiment, in the longitudinal direction a).
  • the lateral frame member 53 of the depicted embodiment of Fig. 2a has a connection element 34 at one end and an elongate connection element 36 at the other end (see Fig.
  • the elongate connection element 36 may be used at a corner assembly of the frame and may extend from the end of the lateral frame member 53 and in a direction parallel with the channel (as illustrated, in the lateral direction ⁇ ). In some embodiments, it is anticipated that the double lateral frame member 53 may have an elongate connection element 36 at both ends.
  • the connection element 34 and elongate connection element 36 may facilitate connection of the lateral frame member 53 with the tensioning system 20.
  • FIGs. 3a and 3b are an exploded isometric view of a corner assembly and an isometric view of an assembled corner assembly, respectively, of the framing system 5 of Fig. 2a.
  • Fig. 3b shows elements of the tensioning system 20 at the corner assembly.
  • a typical upper corner assembly may include a corner post 19, a longitudinal frame member 51 , a lateral frame member 53, a corner bracket 32, and tensioning members 22, 26.
  • the longitudinal frame member 51 and the lateral frame member 53 may engage with an upper end of the corner post 19.
  • the longitudinal frame member 51 and the lateral frame member 53 may engage with a lower end of the corner post 19.
  • the longitudinal frame member 51 may have a connection element 34 at the frame member end forming a portion of the corner assembly and the lateral frame member 53 may have an elongate connection element 36 at the frame member end that forms a portion of the corner assembly.
  • the corner bracket 32 includes a slot 33 (see Fig. 3a) formed therein and into which are received, side-by-side, the elongated connection element 36 and the connection element 34 of abutting, perpendicular frame members 51 , 53.
  • Alternate embodiments may have multiple parallel slots in the single corner bracket 32.
  • the combination of corner bracket 32 and two connection elements 34, 36 perform at least the dual function of connecting frame members 51, 53 and anchoring tensioning members 22, 26.
  • connection element 34 may be formed with a hook shaped or "J" shaped anchor end 34' and is intended to interact or engage with the tensioning members 26 by providing a connection location for vertical tensioning members 26 of the tensioning system and transferring a tensile load from the tensioning member to apply a compressive load to panels of the abutting side wall assembly 7 and end wall assembly 8.
  • the elongate connection element 36 may be formed with a hook shaped or "J" shaped anchor end 36' and is also intended to interact or engage with the vertical tensioning members 26 by providing a connection location for tensioning members 26 of the tensioning system and transferring a tensile load from the tensioning member to apply a compressive load to panels of the abutting side wall assembly 7 and end wall assembly 8.
  • connection member 34 When assembled, the hook portion 34' of the connection member 34 may interface with the hook portion 36' of the elongate connection member 36 to form a common connection element.
  • the corner bracket 32 may be generally "L” shaped and may comprise a corner bracket anchor element 38, which may be hook shaped or "J" shaped and is intended to interact or engage with the lateral tensioning members 22 by providing a connection location for tensioning members 22 of the tensioning system and transferring a tensile load from the tensioning member to apply a compressive load to panels of the corner-abutting roof assembly 9a or floor assembly 9b.
  • the tensioning member 26 that engages with the hook portions 34', 36' will extend in the vertical direction ⁇ between vertically aligned corners, and the tensioning member 22 that engages with the corner bracket anchor element 38 will extend in the lateral direction ⁇ between adjacent corners.
  • the hook portions 34', 36', 38' are disclosed as hook shaped elements, the hook/anchor portions 34', 36', 38' may be any shape to satisfy the minimum requirement of engaging with the tensioning members and bearing sufficient load such that the respective side wall assembly 7, end wall assembly 8, roof assembly 9a or floor assembly 9b is placed into compression.
  • Figures 4a and 4b are an exploded isometric view of an intermediate; butt- splice assembly and an isometric view of an assembled an intermediate, butt-splice assembly, respectively, of the framing system 5 of Fig. 2a.
  • Fig. 4b shows elements of the tensioning system 20 at the butt-splice assembly.
  • the butt-splice assembly joins adjacent, co-linear framing members where they meet intermediate of the corner assemblies, and interfaces them with the tensioning system 20.
  • an intermediate, butt-splice assembly between longitudinal frame members 51 may be substantially similar to an intermediate, butt-splice assembly between lateral frame members 53.
  • the skilled artisan will understand the few distinctions with reference to the discussion herein.
  • a typical butt-splice assembly for adjacent, collinear frame members 51 may include a pair of adjacent upper longitudinal frame members 51, or a pair of adjacent lower longitudinal frame members 51 (alternatively, a pair of adjacent upper lateral frame member 53 or a pair of adjacent lower lateral frame member 53) and a butt-splice bracket 30.
  • the adjacent ends of the lower longitudinal frame member 51 may have a connection element 34 at each channel end and are brought together.
  • connection element 34 similar to that described previously, have hook shaped or "J" shaped anchor end 34' and is intended to interact or engage with the vertical tensioning members 26 by providing a connection location for tensioning members 26 of the tensioning system and transferring a tensile load from the tensioning member to apply a compressive load to the panels of an abutting side wall assembly 7.
  • the hook portion 34' of the connection member 34 may interface or contact with the hook portion 34' of the adjacent connection member 34 to form a common connection element.
  • the bracket 30 may be of a construction similar to corner bracket 32, that is the butt-splice bracket 30 may be generally "L" shaped and may comprise a slot 31 (or multiple parallel slots) to accept therein the adjacent connection elements 34, and a bracket anchor element 42, which may be hook shaped or "J" shaped and is also intended to interact or engage with the lateral tensioning member 22 by providing a connection location for tensioning members 22 of the tensioning system and transferring a tensile load from the tensioning member to apply a compressive load to a panel of an abutting roof assembly 9a or floor assembly 9b.
  • the combination of butt-splice bracket 30 and two adjacent connection elements 34 perform at least the dual function of connecting adjacent co-linear frame members and anchoring tensioning members 22, 26.
  • the tensioning member 22 that engages with the bracket anchor element 42 of the bracket 30 and extends in the lateral direction ⁇ between spaced apart upper side channels 16 or between spaced apart lower frame members 51 and the tensioning member 26 that engages with the hook portion 34' established by the adjacent connection elements 34 will extend in the vertical direction ⁇ between vertically aligned frame members (i.e. either side wall assemblies or end wall assemblies).
  • hook/anchor portions 34', 42 are disclosed as hook shaped elements, the hook/anchor portions 34', 42 may be any shape to satisfy the minimum requirement of engaging with the tensioning members 22, 26 and bearing sufficient load such that the respective side wall assembly 7, end wall assembly 8, roof assembly 9 or floor assembly 9' is placed into compression.
  • the frame 5 and its subcomponents lower and upper side channels 14, 16; front and rear channels 15, 17; corner posts 19; corner brackets 32; and brackets 30
  • the tensioning system and its subcomponents tensioning members 22, 26
  • the wall panels 12 that form either side walls 7 or end walls 8
  • the panels 13a, 13b that form a portion of either the roof assembly 9a or the floor assembly 9b
  • the tensioning system functions to place the walls, floor and roof of the structure 10 into a compressive state of loading and strengthen the structure 10.
  • Figures 3a and 3b are an exploded isometric view of a full corner assembly and an isometric view of an assembled full corner assembly, respectively, of the framing system 5 of Fig. 2a.
  • Fig. 5b shows elements of the tensioning system 20 at the full corner assembly.
  • Figures 3a and 3b illustrate more clearly the arrangement and relation of an upper corner assembly to a lower corner assembly as well as the tensioning members 22, 26 connected with the corner assembly and extending from the corner assembly.
  • Figures 4a and 4b are is an exploded isometric view and an isometric view, respectively, of cooperating upper and lower co-linear frame member butt-splice assemblies of the framing system 5 of Figure 2a.
  • Fig. 4b shows elements of the tensioning system 20 at the butt-splice assembly.
  • Figures 4a and 4b illustrate more clearly the arrangement and relation of an upper channel assembly to a lower channel assembly as well as the tensioning members 22, 26 connected with the respective butt-splice assembly and extending from the assembly.
  • the butt-splice assemblies of lateral frame members 53 are similar to the butt-splice assemblies of longitudinal frame members 51. However, according to the depicted embodiments, the tensioning system associated with the lateral frame member 53 assembly does not comprise longitudinally extending tensioning members.
  • the structure 10 of this experimental assembly generally consists of pre- manufactured cap members 14, 15, 16, 17 and post members 19, pre-manufactured floor, wall and roof panels 12, 13a, 13b, pre-manufactured brackets 30, 32, and pre-prepared tensioning straps and cables 22, 26.
  • the pre-manufactured panels 12, 13a, 13b were polystyrene foam and steel composite panels.
  • the floor panels were dimensioned, nominally, 16' x 46" x 6" and were thicker than the wall and roof panels, which were dimensioned, nominally, 8' x 46" x 4" and 16' x 46" x 4", respectively.
  • the cap members were structural channel members formed as double capture frame members 51, 53, 5 , 53 ' as earlier defined; and for this assembly, the troughs of the floor channel members 15', 17' were wider than the troughs for the roof channel members 15, 17.
  • the components arrived at the building site as a package/kit ready to be assembled.
  • the frame members 51 ', 53' containing the floor channel members 15', 17' were to be used to form an entire perimeter of a floor assembly 9b (in some embodiments, the floor assembly 9b may be comprised of a plurality of connected floor assemblies 9b).
  • Figs. 20a through 20r illustrate aspects of the exemplary process of assembling the structure 10.
  • an elevated and level base (see leveling bases 11) is prepared.
  • a first floor panel 13b was laid out on respective leveling bases 11 , establishing the basic starting point, the location of the first end of the structure, and the lateral dimension.
  • opposing lower longitudinal frame members 51 ' were placed on respective bases 11, one on each side of the first floor panel 13b, and the opposing lower longitudinal frame members were pressed against the first floor panel capturing the longitudinal side portions of the first floor panel in the troughs of the respective channel members of the lower longitudinal frame members.
  • a pair of collinear lateral frame members 53' were arranged perpendicular to the longitudinal frame members 51 ', pressed onto the lateral end portion of the first floor panel 13b, and joined with first ends of the two opposing longitudinal frame members 5 using corner brackets 32.
  • the distance between the opposing longitudinal frame members 51 ' required two, collinear lateral frame members 53', and they were adjoined with one another using a butt-splice bracket 30.
  • a second floor panel 13b was introduced to the two opposing frame members 51 ', spanning the distance there-between, by sliding the front-side section and rear-side section of the panel into the trough regions of the respective channel members of the opposing frame members 51 ', thereby capturing the longitudinal side portions of the second floor panel in the respective channel member.
  • the second floor panel 13b was slid toward the first end of the two opposing frame members 51 ', until the second floor panel abutted the first floor panel 13b.
  • Subsequent floor panel(s) 13b were similarly introduced and slid into place in the same opposing frame members 51 ', so that the opposing frame members 51 ' accommodated three floor panels 13b.
  • Each panel (whether it be a wall panel 12, roof panel 13a or floor panel 13b) was formed with an interlocking edge by which one panel's edge engages with (actually slips inside) an adjacent panel edge; and this "engaging joint" was employed by pushing together the adjacent panels.
  • a second longitudinal frame member 51 ' was abutted, in collinear orientation, to each of the already in place longitudinal frame members.
  • a butt-splice bracket 30 was placed over the adjacent connection elements 34, and a lateral tensioning member 22 was connected between the opposing frame members 51 ' (from bracket connection element 42 to connection element 42) of the assembled section.
  • the tensioning member 22 used on the floor panels was wire cables with an intermediate turnbuckle; and the tensioning member was tightened by hand, through hand activation of the turnbuckle, to pull the opposing frame members 51 ' on each side of the structure 10 together and place the first floor section/assembly 9b in compression.
  • the tightening of the tensioning system 20 provides strength of the system.
  • the floor panels 13b of the adjacent floor section/assembly 9b' were added, in a manner similar to the first floor section.
  • a bracket 30 captured and secured each end of the adjacent and connecting collinear frame members.
  • the bracket 30 not only captured the ends of the adjacent collinear frame members 51 ', but also provided a compression tie point for the lateral tensioning members 22 to compress the respective floor panels 13b. This procedure was repeated until the floor (all intended sections) was completed, except for including the final pair of lateral frame members 53'. Two technicians typically handled each floor panel, one at each side (front/back) edge, placing the opposing side sections into the respective channel member trough and sliding the panel into place.
  • the final pair of lateral frame members 53 'for the floor were installed to cap the exposed lateral edge of the last installed floor panel 13b.
  • two, collinear, lateral frame members 53' were arranged perpendicular to the longitudinal frame members 51 ' and joined with the ends of the two opposing longitudinal frame members 5 ⁇ using corner brackets 32.
  • the final pair of lateral frame members 53' were collinear and adjoined end-to-end with one another using a butt-splice bracket 30.
  • a cable tensioning member joined the opposing longitudinal frame members 51 ' and was tightened, by hand, to place the captured floor panels in compression.
  • the corner brackets 32 were utilized to hold the adjacent connection elements 34, 36, and a lateral tensioning member connected with the respective anchors 38, 38.
  • FIG. 20i and 20k after the floor assembly 9b was constructed; the wall panels 12 were slid from above into the upwardly open troughs of the upwardly facing channel members of the frame members 51 ', 53' that now established the perimeter of the floor assembly 9b. As each wall panel was introduced into the respective upwardly open trough, it was slid tightly against the adjacent wall panel, taking advantage of the aforementioned engaging joint. One technician easily handled and lifted a single eight foot wall panel 12 into position and slid it into the engaging joint of the adjacent panel 12 already in an installed position in the framing system 5. [0070] Referring to Fig.
  • the upper frame members 51, 53 which are for eventually capturing the roof panels 13a, were placed on top of the wall panels 12.
  • a second frame member 51 was abutted, in collinear orientation, to the respective already in place frame member 51; a butt-splice bracket 30 was placed over the adjacent connection elements 34; and a vertical tensioning member 26 was connected between the vertically opposing frame members 51, 51 ' (from bracket connection anchor 34' to connection anchor 34') of the assembled section, as may be understood with reference to Fig. 201.
  • corner posts 19 were installed in each of the corners by sliding the double channel post members onto the respective end and side wall panels 12 from above.
  • end wall sections 8a that form one end of the structure 10 and a few side wall sections 7a abutting the end sections 8a of the structure 10 were in an installed position and capped by the respective upper frame members 51, 53 (e.g., so that the upper portions of the walls 12 are respectively received in the downwardly open troughs of the downwardly facing channel members of the frame members 51, 53, roof panels 13a were installed.
  • Fig. 20o at the corners of the structure 10, before the respective upper, lateral frame members 53 were set in place, corner posts 19 were installed in each of the corners by sliding the double channel post members onto the respective end and side wall panels 12 from above.
  • roof panels were installed much the same as the floor panels 13b, with two technicians typically handling each roof panel, one at each side (front/back) edge, simultaneously placing the opposing end sections into the respective channel member trough, with the aid of a step ladder, and sliding the panel toward the first end of the structure and into place.
  • the edges of roof and floor panels 13a, 13b may be installed one at a time, by placing one of the opposing end sections into the respective channel member trough, followed by placing the other of the opposing end sections into the respective channel member trough. To avoid accidental tipping of the end wall, a technician was in attendance by the first-end wall until the first section of roof was installed.
  • the corner brackets 32 were utilized to hold the adjacent connection elements 34, 36, and a vertical tensioning member connected with the respective anchors 34', 36'.
  • the vertical tensioning member 26 used on the wall panels 12 was a fabric strap with mechanical ratchet; and the tensioning member was tightened by hand, through hand activation of the ratchet, to pull the opposing frame members at the top and bottom of the structure 10 together and place the wall sections in compression.
  • FIG. 5 is an isometric view of a portable modular structure 100 according to a second embodiment, as disclosed herein.
  • the structure 100 comprises a roof, opposing side panels and opposing end panels.
  • the roof is gabled and has a peak along a central roof line.
  • FIG. 6 is an isometric view of a framing system 105 (rigid panels removed for clarity) of the structure 100 of Figure 5.
  • the framing system 105 may comprise a plurality of spaced apart longitudinal and lateral cap members, a plurality of corner posts, a tensioning system 120, a plurality of butt-spice brackets and a plurality of corner brackets.
  • the cap members used in connection with this embodiment may be single channel members or double capture/channel frame members.
  • the embodiments depicted in the drawings of Figs. 5-9 are seen to include double capture frame members and reference below to frame members is understood to refer to, without limitation of the invention, such double capture frame members. .
  • Figures 7a and 7b are an exploded isometric view and an isometric view, respectively, of a gable assembly of the structure 100 of Figure 6.
  • Fig. 7b shows elements of the tensioning system 120 at the gable assembly.
  • the gable assembly 130 includes, according to one embodiment, a double capture ridge cap frame 132, a pair of fascia-end frame member 134, 136 that are also double capture frame members, and a gable bracket 138, all interconnecting in a manner apparent by following the principles of Figs. 1-4 and referencing Figs. 7-9.
  • the ridge cap frame member 132, the pair of fascia-end frame members 134, 136 and the gable bracket 138 may each comprise a hook or anchor element (following the principles of the embodiments of Figs 1-4) that engages with the tensioning system and provides a connection location for tensioning members of the tensioning system.
  • the gable bracket 138 interfaces with the ridge- cap frame member 132 and the pair of fascia-end frame members 134, 136 to, in part, tie the assembly 130 together and increase the rigidity and strength of the assembly 130.
  • the gable frame members are examples of double capture frame members formed with channel members that are not aligned parallel to one another along their lengths. Rather, the channel members diverge in order to support the gabled roof panels at an angle to the end wall assemblies.
  • Figures 8a and 8b are an exploded isometric view of a butt-splice assembly 160 and an isometric view of an assembled butt-splice assembly 160 of the framing system 105 of Figure 6.
  • the butt-splice assembly 160 may comprise a pair of co-linear longitudinal frame members 122 and a side wall bracket 162.
  • the side wall bracket 162 and longitudinal frame members 122 may each comprise a connecting element provides a connection location for tensioning members of the tensioning system 120.
  • the side wall bracket 162 interfaces with the frame members 122 to, in part, tie the assembly 160 together and increase the rigidity and strength of the assembly 160.
  • Figure 9a is an exploded isometric view of an upper corner assembly 180 of the framing system of Figure 6.
  • Figure 9b is an isometric view of an assembled upper corner assembly 180 of the framing system of Figure 6.
  • the corner assembly 180 may comprise a longitudinal frame member 122, a fascia-end frame member 136, a corner post 124 and a corner bracket 182.
  • the corner bracket 182, channel 122 and fascia-end frame member 136 may each comprise a connecting element that engages with the tensioning system 120 and provides a connection location for tensioning members of the tensioning system 120.
  • the corner bracket 182 interfaces with channel 122 and the fascia-end frame member 136 to in part tie the assembly 180 together and increase the rigidity and strength of the assembly 180.
  • brackets and connection elements depicted in the drawings for the embodiments described in Figs. 5-14 are similar in principle and function to those described in Figs. 1-4.
  • the skilled artisan will understand by reference to the drawings and the prior written description how the brackets, connection elements, and when applicable, the slots within the brackets, cooperate with the tensioning system to place the structure into compression.
  • Figure 10 is an isometric view of a portable modular structure 200 according to a third embodiment, as disclosed herein, and Figure 11 is an isometric view of a framing system 205 of Figure 10.
  • the structure 200 comprises a generally pitched roof, opposing side panels and opposing end panels.
  • the cap members used in connection with this embodiment may be single channel members or double capture/channel frame members.
  • the embodiments depicted in the drawings of Figs. 5-9 are seen to include double capture frame members and reference below to frame members is understood to refer to, without limitation of the invention, such double capture frame members. .
  • Figure 12a is an exploded isometric view of a first corner of the framing system 220 of Figure l ib and Figure 12b is an isometric view of an assembled first corner 241 of the framing system of Figure 1 lb.
  • the first corner 241 may comprise a compound fascia end assembly 240 and a first corner assembly 250.
  • the first corner assembly may comprise a front fascia frame member 246, a corner post 248, a first fascia-end frame member 244 and a front corner bracket 252.
  • the compound fascia end assembly 240 may comprise a second fascia-end frame member 242 and the first fascia-end frame member 244.
  • the front fascia frame member 246, the first fascia-end frame member 244 and the front corner bracket 252 may each comprise a connecting element that engages with tensioning members of the tensioning system 220 and provides a connection location for tensioning members of the tensioning system 220.
  • the front corner bracket 252 interfaces with first fascia-end frame member 244 and the front fascia frame member 246 to, in part, tie the assembly 240 together and increase the rigidity and strength of the assembly 240.
  • the second fascia-end frame member 242 and the first fascia-end frame member 244 of the compound fascia end assembly 240 may each comprise a connecting element that engages with the tensioning system 220 and provides a connection location for tensioning ⁇ members of the tensioning system 220.
  • Figure 13a is an exploded isometric view of a side fascia assembly 270 of the framing system 205 of Figure l ib.
  • Figure 13b is an isometric view of an assembled side fascia assembly 270 of the framing system 205 of Figure 1 lb.
  • the side fascia assembly 270 may comprise a pair of frame members 246 and a side wall bracket 272.
  • the side wall bracket 272 and frame members 246 may each comprise a connecting element that engages with tensioning members of the tensioning system 220 and provides a connection location for tensioning members.
  • the side wall bracket 272 interfaces with the frame member 246 to, in part, tie the assembly 270 together and increase the rigidity and strength of the assembly 270.
  • Figs 14a and 14b are isometric views of a second corner assembly 290 of the framing system 205 of Fig. 1 lb.
  • the second corner assembly 290 may comprise a second fascia- end frame member 242, a back end fascia frame member 296 and a second corner bracket 292.
  • the second corner bracket 292and frame members 242, 296 may each comprise a connecting element that engages with tensioning members of the tensioning system 220 and provides a connection location for tensioning members of the tensioning system 220.
  • the second corner bracket 292 may interface with the frame members 242, 296 to in part tie the assembly 290 together and increase the rigidity and strength of the assembly 290.
  • Figs 15a-l 5g are alternate embodiments of the portable modular structure as disclosed herein.
  • Fig. 15b is an embodiment of a structure having a gable roof.
  • Fig. 15d is an embodiment of a structure having an "L" shape.
  • Fig. 15e is an embodiment of a structure having that is generally two structures placed adjacent each other to produce a structure that is wider than an individual structure.
  • Fig. 15f is an embodiment of a structure having an "L" shape and a gable roof.
  • Figs 16a and 16b are schematic views of a wall panel or panel used with the structure disclosed herein.
  • the panel 12, 13 has a first pair of opposing ends that interface with a frame of a modular structure and a second pair of opposing ends that interface with adjacent panels 12, 13.
  • the panel 12, 13 is a composite structure having an "skin" that covers an inner panel material.
  • the inner panel material may generally be a lightweight material, such as, for example, a solid foam or polymer material, that strengthens when placed in compression.
  • the outer skin may be a thin metal, such as, for example, a sheet metal.
  • One end of the second pair of opposing ends of the panel 12, 13 may be recessed slightly to engage with an interface element arranged to produce a joint on the other end of the second pair of opposing ends of the panel 12, 13 (see Fig. 16b). Engagement with the interface element may provide an improved fit and sealing against the elements. Caulking may be applied at the joint to further improve sealing.
  • one or more of the floor, wall and roof assemblies may optionally be replaced with a fixed structure, such as a conventional fixed floor (e.g., concrete slab), a conventional fixed wall and/or a conventional fixed roof, to provide numerous other embodiments of this disclosure.
  • a conventional fixed floor e.g., concrete slab
  • a conventional fixed wall e.g., concrete slab
  • a conventional fixed wall e.g., concrete slab
  • a conventional fixed wall and/or a conventional fixed roof e.g., a conventional fixed roof
  • Figs. 21-24, 25a and 25b illustrate aspects of a fourth embodiment that is like the first embodiment (e.g., see Figs. 1, 2a, 2b, 3a, 3b, 4a, 4b, 19a, 19b, 19c), except for variations noted and variations that will be apparent to one of ordinary skill in the art.
  • the modular structure 10 of the first embodiment may be characterized as being freestanding, or at least relatively freestanding as compared to a modular structure 310 of a fourth embodiment, which is for being fixedly mounted to a fixed upright structure that may be a fixed wall 307.
  • the fourth embodiment is like the first embodiment, except that the side wall assembly 7a of the first embodiment is replaced with the fixed wall 307 to which the modular structure 310 of the fourth embodiment is attached.
  • the fixed wall 307 may be any suitable conventional wall, such as a masonry, concrete and/or steel wall that is sufficiently strong for having the modular structure 310 mounted thereto.
  • the fixed wall 307 may be part of a conventional building to which the modular structure 310 is attached.
  • the framing system 305 of the fourth embodiment is like the framing system 5 of the first embodiment, except, for example, at the side for being mounted to the fixed wall 307 the corner posts 19 and frame members 51, 51 ' of the first embodiment are replaced with fixedly mountable corner posts 319 and fixedly mountable frame members 351, 351 '.
  • the corner posts 319 and frame members 351, 35 ⁇ each may include or define an elongated, open channel or trough, or shoulder, along the length thereof for receiving or otherwise supporting the respective edge of the associated wall, roof or floor panel 12, 13a or 13b.
  • Each of the corner posts 319 and frame members 351, 35 ⁇ include at least one flange with one or more holes or notches for having fasteners 375, such as bolts, extend therethrough.
  • the fasteners 375 are for penetrating into and becoming fixedly mounted to the fixed wall 307, for mounting the corner posts 319 and frame members 351, 351 ' to the fixed wall.
  • the frame members 351, 351 ' have connection elements 34 at their ends for holding onto respective ends of tensioning members 22.
  • the framing system 305 of the fourth embodiment is like the framing system 5 of the first embodiment, except, for example, the frame members 53, 53' of the first embodiment that would be adjacent to the corner posts 319 are replaced with frame members 353, 353' that include at least one flange with one or more holes or notches for having fasteners 375, such as bolts, extend therethrough.
  • the fasteners 375 are for penetrating into and becoming fixedly mounted to the fixed wall 307, for mounting the frame member 353, 353' to the fixed wall.
  • the frame members 353, 353' further include connection elements 34 at their ends adjacent the fixed wall 307 for holding onto respective ends of tensioning members 22.
  • connection elements 34 may be an integral part of the frame members 351, 35 , 353, 353' or the connection elements may be mounted to the respective frame members in any suitable matter, such as by welding.
  • the frame members 351, 35 , 353, 353' may extend from brackets or flanges that are connected to the frame members 351, 35 ⁇ , 353, 353' in any suitable manner, such as by welding, by way of respective ones of the fasteners 375, and/or in any other suitable manner.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

La présente invention concerne une structure d'immeuble modulaire portative.
PCT/US2011/053406 2010-12-15 2011-09-27 Immeuble à compression statique WO2012082212A1 (fr)

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US13/867,399 US20130232886A1 (en) 2010-12-15 2013-04-22 Static compression building

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US42332610P 2010-12-15 2010-12-15
US61/423,326 2010-12-15

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CN104265021A (zh) * 2013-11-25 2015-01-07 国家电网公司 电缆接头防尘化施工模块式快装室

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USD683048S1 (en) * 2011-05-26 2013-05-21 Performance Contracting, Inc. Modular building
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