WO2012125760A2 - Cloison intérieure modulaire pour un bâtiment à ossature structurale - Google Patents

Cloison intérieure modulaire pour un bâtiment à ossature structurale Download PDF

Info

Publication number
WO2012125760A2
WO2012125760A2 PCT/US2012/029119 US2012029119W WO2012125760A2 WO 2012125760 A2 WO2012125760 A2 WO 2012125760A2 US 2012029119 W US2012029119 W US 2012029119W WO 2012125760 A2 WO2012125760 A2 WO 2012125760A2
Authority
WO
WIPO (PCT)
Prior art keywords
partition assembly
modular partition
modular
receptor
assembly
Prior art date
Application number
PCT/US2012/029119
Other languages
English (en)
Other versions
WO2012125760A3 (fr
Inventor
Zigmund Rubel
Original Assignee
Aditazz, 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 Aditazz, Inc. filed Critical Aditazz, Inc.
Priority to CN201280021366.6A priority Critical patent/CN103890291B/zh
Priority to JP2013558148A priority patent/JP5972294B2/ja
Priority to BR112013023455A priority patent/BR112013023455A2/pt
Priority to EP12757644.5A priority patent/EP2686498B1/fr
Priority to KR1020137027075A priority patent/KR101733262B1/ko
Publication of WO2012125760A2 publication Critical patent/WO2012125760A2/fr
Publication of WO2012125760A3 publication Critical patent/WO2012125760A3/fr

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7411Details for fire protection
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
    • E04B2/7457Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/766T-connections
    • E04B2/767Connections between wall studs and upper or lower locating rails
    • E04B2/768Connections between wall studs and upper or lower locating rails allowing vertical movement of upper rail with respect to the stud, e.g. by using slots in the rail or stud
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2454Connections between open and closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections

Definitions

  • the invention relates generally to structural framed buildings, and, more specifically to modular components for structural framed buildings.
  • Structurally framed buildings generally include a steel or concrete frame of columns, girders, and beams that support concrete decks. Once installed, the concrete decks form the base of the various floors of the building. Building systems such as walls, facilities components (e.g., electrical, plumbing, and heating, ventilation, and air conditioning (HVAC) components), and equipment are then attached to the concrete deck to finish out the building.
  • HVAC heating, ventilation, and air conditioning
  • partitions may be inserted after placing the decks to create separate rooms or compartments on each deck. The various rooms may be tailored for specific uses depending on the position, size or other attributes of the partitions used for the rooms.
  • Non-load bearing partitions in the interior of a building provide a separation between spaces within the building without necessarily providing support to the building structure.
  • Partitions may need to be resistant to fire, smoke and/or sound transmittance according to the various requirements and usages of the building.
  • Partitions may be built from the floor of one building deck to the underside of the structural deck overhead in a contiguous manner to create a barrier to meet fire, smoke, and/or sound ratings.
  • An interior partition system for installation between a lower deck structure and an upper deck structure of a structural frame building is disclosed.
  • the structural frame building has a ceiling line that defines a ceiling height of occupiable space within the structural frame building.
  • the interior partition system includes a first, or lower, modular partition assembly for connection to the lower deck structure along a lower edge of the first modular partition assembly, and a second, or upper, modular partition assembly for connection to the upper deck structure along an upper edge of the second modular partition assembly.
  • the interior partition system also includes a receptor structure configured to connect an upper edge of the first modular partition assembly to a lower edge of the second modular partition assembly.
  • the first modular partition assembly has a vertical dimension that exceeds the ceiling height, such that the upper edge of the first modular partition assembly, the lower edge of the second modular partition assembly, and the receptor structure are located above the ceiling line upon installation of the first modular partition assembly, the second modular partition assembly, and the receptor structure in the structural frame building.
  • FIG. 1 depicts a perspective view of one embodiment of a structural frame of a framed building.
  • Fig. 2 depicts a perspective view of one embodiment of deck structures in the framed building of Fig. 1.
  • FIGS. 3A-3C depict side views of embodiments of modular partition assemblies between decks in the framed building of Fig. 1.
  • FIGS. 4A-4C depict end views of embodiments of partition heads of the modular partition assemblies of Figs. 3A-3C.
  • Fig. 5 depicts a side view of one embodiment of an interior partition system between decks in the framed building of Fig. 1.
  • Fig. 6 depicts a perspective view of one embodiment of an interior partition system.
  • FIG. 7A -7C depict perspective, cross-section, and side views of embodiments of receptor structures connecting the modular partition assemblies of the interior partition system of Fig. 6.
  • Figs. 8A-8G depict side, perspective, cross-section, developed plan, and undeveloped plan views of embodiments of a lower receptor structure.
  • Figs. 9A-9C depict cross-section, developed plan, and undeveloped plan views of embodiments of an upper receptor structure.
  • Figs. 10A-10B depict end cross-section views of embodiments of framing members in the modular partition assemblies of Fig. 6.
  • Fig. 1 lA-1 IB depict perspective views of various embodiment of a receptor joint for the modular partition assemblies of Fig. 6.
  • Fig. 12 depicts a side view of one embodiment of the modular partition assemblies of Fig. 6.
  • Fig. 13 depicts a perspective view of one embodiment of the lower deck of Fig. 2.
  • FIGs. 14A-14B depict perspective views of embodiments of receptor structures on a lower modular partition assembly.
  • Fig. 15 depicts a side view of one embodiment of modular partition assemblies between decks in the framed building of Fig. 1.
  • the system is an interior partition system that uses modular partition assemblies to create occupiable spaces on a deck of a structural frame building.
  • the occupiable spaces are occupied by people and/or objects.
  • the partition assemblies exceed a ceiling height and include upper and lower modular partition assemblies connected by a receptor structure above the ceiling height.
  • the head of wall condition exists at fire, smoke, and/or sound rated walls and because of variations in the design and construction of concrete decks, the head of wall condition may need to be evaluated individually in each steel framed building to ensure that applicable fire, smoke, and/or sound ratings are met.
  • Acoustical properties may be measured using a sound transmission coefficient and correlate to decibel reduction of noise as it is transmitted through a partition.
  • Fire and smoke resistance ratings may are properties of time, generally between forty-five minutes and four hours that partitions resist the transmission of fire or smoke from one side of the partition to the other.
  • anchoring of building systems such as interior walls, facility components, and equipment to concrete decks is typically customized for each individual structural frame building. Further, the onsite customization of anchoring systems does not typically take into account any future needs and/or uses of the steel frame building.
  • partitions are typically "stick" built or pre-assembled in panels in an offsite fabrication shop and brought to the site. Coordinating the design of the partition assemblies, internal utility routings, and anchoring/bracing to ensure that the requirements of the many components in combination are met can require tremendous effort. The assembly of the many different components can require valuable resource process time to be expended on each design and construction project that is often lost on future projects and has to be repeated, sometimes with similar errors.
  • Fig. 1 depicts a plan view of one embodiment of a structural frame 100 of a framed building.
  • the structural frame 100 may include columns 102— which are generally vertical to the surface on which the building sits— and girders 104 and other support beams 106, which are generally horizontal to the surface on which the building sits.
  • Structural frames 100 and framed buildings are well known in the field.
  • the structural frames 100 are steel frames.
  • the columns 102 are "I" shaped steel beams, referred to as "I-beams".
  • the I-beams may be spaced apart in a grid structure that includes an X- span dimension and a Y-span dimension.
  • X and Y spans in the range of 10-70 feet and X and Y spans in the range of 20-40 feet are common, though other dimensions are possible.
  • the structural frames 100 may be any type, shape, or material used for framing the framed building.
  • the material for the framed building may include a composite of more than one material.
  • the spacing of the girders 104 may be determined by the spacing of the columns 102.
  • the spacing of the beams 106 may be more flexible than the spacing of the girders 104.
  • the beams 106 may be located between pairs of columns 102, and additional beams 106 may be located between columns 102.
  • Fig. 2 depicts a plan view of one embodiment of deck structures in the framed building of Fig. 1.
  • the deck structures also referred to herein as "decks"— for the framed building may be installed.
  • the decks include concrete deck assembly modules that are positioned in accordance with the positioning of the columns 102, girders 104, and beams 106 so that the decks are supported by the structural frame 100.
  • the structural frame 100 is a frame that defines a footprint of an occupiable building.
  • the structural frame 100 includes at least one lower deck structure 200 located within the footprint of the frame and at least one upper deck structure 202 located within the footprint of the frame and supported by the building frame.
  • An interior partition system is installed between the lower deck structure 200 and the upper deck structure 202 to define an occupiable space.
  • Partition assemblies may be attached to the upper and lower decks 202, 200 to create occupiable spaces in the framed building.
  • the interior partition system includes partition assemblies that are not exposed to the outside environment, but are contained within an interior space of the framed building.
  • the concrete decks may be pre-fabricated and assembled onsite or formed onsite in the structural frame 100.
  • the shape of the decks may be determined by the shape and positioning of the columns 102, girders 104, and beams 106 of the structural frame 100, as well as the location of the decks in the structural frame 100. Additionally, the spacing between the decks may include space for habitation spaces as well as any utility routings, anchors, braces, or other components needed for the operation or structure of the building. In one
  • the exact size and shape of the decks is governed in part by at least one of the following parameters: structural performance requirements of the structural frame 100; the framing geometry of the structural frame 100; transportation requirements of the jurisdictions in which the decks are transported on public roads; and vehicle availability for transport.
  • FIGs. 3A-3C depict side views of embodiments of modular partition assemblies 300 between decks in the framed building of Fig. 1.
  • Figs. 3 A and 3B depict conventional interior partitioning systems that include a single partition assembly.
  • Fig. 3C depicts a modular partitioning system according to the principles described herein.
  • the interior partitioning system of Fig. 3 A has a vertical dimension equal to or approximately equal to a ceiling line 302 between a lower deck 200 and an upper deck 202.
  • the ceiling line 302 may be determined by the structural ceiling visible within the habitation space defined by the partition assemblies.
  • the ceiling line 302 may define a ceiling height of occupiable space within the structural frame building.
  • the ceiling line 302 is in the range of 8-10 feet from the lower deck 200.
  • a ceiling line 302 at 8 feet is common.
  • the space above the ceiling line 302 and below the upper deck 202 may include utilities, ducts, electrical lines, and/or other components that are not visible from within the habitation space.
  • the interior partitioning system of Fig. 3C includes two modular partition assemblies— an upper partition assembly 204 and a lower partition assembly 206.
  • the upper partition assembly 204 is attached to the upper deck 202
  • the lower partition assembly 206 is attached to the lower deck 200.
  • the vertical distance between the lower deck 200 and the upper deck 202 is in the range of 11-25 feet
  • the ceiling line 302 is in the range of 7-11 feet
  • the vertical dimension of the lower modular partition assembly is in the range of 8-12 feet
  • the vertical dimension of the upper modular partition assembly is in the range of 3-12 feet.
  • the upper and lower partition assemblies 204, 206 are non- load bearing and form non-load bearing walls.
  • Non-load bearing partitions and/or walls are structures of the framed building that are not necessary to support the structural load of the framed building by conducting weight to a foundation structure of the framed building, though non-load bearing walls may bear some load within the structural frame 100.
  • Figs. 4A-4C depict end views of embodiments of partition heads of the modular partition assemblies 300 of Figs. 3A-3C, respectively.
  • the partition head of Fig. 4A includes a conventional partition assembly with a vertical dimension approximately at the ceiling line 302.
  • the partition assembly may be attached to the ceiling using a receptor structure 604 or other fastener at an upper edge of the partition head.
  • the partition assembly may be fastened to a floor on the lower deck 200 using a similar fastener.
  • the partition head of Fig. 4B includes a conventional partition assembly with a vertical dimension above the ceiling line 302.
  • the partition assembly may be fastened above the ceiling to a bottom surface 406 of the upper deck 202 or to some portion of the ceiling using any fastening method, such as a brace 400 with a heavier gauge than the panels of the modular partition assemblies 300.
  • the partition assemblies 300 of Figs. 4A and 4B leave a space between the partition head and the bottom surface 406 of the upper deck 202. This space may not meet applicable fire, smoke, or noise ratings because the fire, smoke, or noise may pass through the space above the partition assemblies.
  • the partition head of Fig. 4C includes upper and lower modular partition assemblies 204, 206.
  • the lower partition assembly 206 extends above the ceiling line 302, and the upper partition assembly 204 may be contained entirely above the ceiling line 302.
  • the upper partition assembly 204 may be attached to the bottom surface 406 of the upper deck 202 using a horizontal track 402 or other fastener.
  • the fastener used to attach the upper partition assembly 204 to the upper deck 202 may be fire/sound rated to help prevent fire, smoke, or noise from passing through the partition assemblies.
  • the lower partition assembly 206 may be attached to a top surface or floor of the lower deck 200 using a similar horizontal track 402 or fastener.
  • the upper partition assembly 204 is connected to the lower partition assembly 206 by a receptor structure 604 at a receptor joint to form a single modular partition or panel that fully extends from the lower deck 200 to the upper deck 202.
  • the upper partition assembly 204 has a vertical dimension that exceeds the ceiling height.
  • the upper partition assembly 204 may include an upper receptor structure at a lower edge of the upper partition assembly 204 that attaches to a lower receptor structure at the upper edge of the lower partition assembly 206.
  • the upper edge of the lower partition assembly 206, the lower edge of the upper partition assembly 204, and the receptor structures 604 are positioned above the ceiling line 302.
  • the partition assemblies 204, 206 include a brace 400 or metal strap 404 that is positioned between or in accordance with the lower receptor structure and the upper receptor structure and attaches to the bottom surface 406 of the upper deck 202.
  • the brace 400 may provide additional structural support for the partition assemblies 204, 206. Because the partition assemblies 204, 206 of Fig. 4C include a head that fully extends to the bottom surface 406 of the upper deck 202, the partition assemblies 204, 206 may meet the requirements for the fire, smoke, or noise ratings for the head of wall condition. Other standards or ratings may apply to which the partition assemblies 204, 206 conform.
  • Fig. 5 depicts a side view of one embodiment of an interior partition system between decks in the framed building of Fig. 1.
  • the interior partition system includes modules that form habitation spaces between the lower deck 200 and the upper deck 202.
  • the modules may be created using modular partition assemblies 300 at one or more sides of the habitation space.
  • the habitation spaces may have walls formed by a combination of any of load-bearing walls, exterior walls, non-load bearing walls, and interior partition assemblies as described herein.
  • Modules formed using the interior partition assemblies may be rectangular, square, or a custom shape defined by the partition assemblies.
  • the modules may share walls formed by partition assemblies.
  • multiple partition assemblies may form a single wall, thus allowing the customization of the size and shape of each module.
  • the modular partition assemblies 300 may include openings 500 for doors, windows, vents or other utilities and components in either the upper or lower partition assemblies 204, 206.
  • drywall, plaster, and/or other finishings may be applied to the modular partition assemblies 300, and the structural frame building may be finished.
  • the type of sheathing used to cover the partition assemblies may be dependent on the specific requirements of the structural requirements and/or use of the space that is enclosed by the partition system.
  • the partition assemblies may receive sheet metal backing plates 502 in some embodiments.
  • many of the in-wall utilities are placed in the lower partition assemblies 206, including piping, electric and low voltage services, and other utilities.
  • the utilities may be routed horizontally, vertically, or both
  • the modular partition assemblies 300 may include an anchorage area for wall-hung equipment or accessories, particularly on the lower partition assemblies 206 below the ceiling line 302.
  • the modular partition assemblies 300 may help streamline overhead mechanical, electrical, and plumbing coordination by providing predictable locations for bracing and other secondary structure members.
  • Fig. 6 depicts a perspective view of one embodiment of an interior partition system.
  • the interior partition system includes an upper partition assembly 204 and a lower partition assembly 206 with a receptor structure 604.
  • the modular partition assemblies 300 are made offsite and shipped to the construction site for installation.
  • Each of the upper partition assembly 204 and the lower partition assembly 206 may be made using several framing members.
  • the framing members in each of the upper partition assembly 204 and the lower partition assembly 206 include a series of parallel vertical studs 600 and horizontal tracks 402.
  • the lower partition assembly 206 includes vertical studs 600 that sit in a lower horizontal track 402.
  • the vertical studs 600 may be fixed to the lower horizontal track 402 before shipping the partition assemblies to the construction site.
  • the upper and lower partition assemblies 204, 206 are joined at a semi mid-span receptor joint that accommodates inter-story vertical deflection movement when the loading and/or movement of one floor is different than the others, as well as accommodating deviations in on-site construction techniques.
  • the receptor joint may also provide flexibility of the upper and lower components to be joined. This may include shifting the deflection movement of full height partitions from the head of wall to the mid-span, allowing for a site adaptable, tight, non-moving connection that may be made more simply than making the connection and providing movement at the head of wall.
  • the receptor joint may be placed along a datum height on the floor. The datum height provides a point of reference for the lower and upper partition assemblies 204 to be installed.
  • the receptor structure 604 may provide traditional double track deflection or slotted track deflection.
  • the receiving track for the lower partition assembly 206 may allow for non-regular floor-to -floor height.
  • the location and structure of the interior modular partition assemblies 300 may be determined using an automated process. Each panel using the modular partition assemblies 300 may be interchangeable with other panels. Changes in the design or construction of the partition assemblies may be easier to incorporate than conventional systems because the panels are made with a regularized centered dimensioning system (for example, 2", 3", 4" or 5") to meet the unique needs of the specific installations.
  • a regularized centered dimensioning system for example, 2", 3", 4" or 5
  • the horizontal spacing of the vertical studs 600 is configured such that the partition resists flexural movement in the drywall, as well as the orthogonal deflection in the partition.
  • the horizontal spacing may be no more than twenty-four inches on center.
  • studs 600 may be place directly adjacent to one another proximate an opening 500 in the panel and fastened together to add additional support.
  • the framing members may be fastened to each other by screwing, pinching, punching or welding the individual pieces based on the structural requirements of the modular partition assemblies 300.
  • Anchoring the partition assemblies to the building structure may be determined based on site-specific needs.
  • each modular partition assembly has a minimum width of 6 inches and a maximum width of 25 feet. In some embodiments, partition assemblies having a width wider than 25 feet may require a control joint for proper installation. In one embodiment, each of the upper and lower partition assemblies 204, 206 has a maximum height of 10-20 feet.
  • FIG. 7A -7C depict perspective, cross-section, and side views of embodiments of receptor structures 604 that are used to connect the modular partition assemblies 204, 206 of Fig. 6.
  • Fig. 7A depicts a perspective view of the receptor structures 604 at the mid-span receptor joint between the upper partition assembly 204 and the lower partition assembly 206.
  • the upper partition assembly 204 includes an upper receptor structure 700 at a lower edge of the upper partition assembly 204.
  • the lower partition assembly 206 includes a lower receptor structure 702 at an upper edge of the lower partition assembly 206.
  • the upper receptor structure 700 and the lower receptor structure 702 may be joined to the upper partition assembly 204 and the lower partition assembly 206, respectively.
  • the lower receptor structure 702 is adjustably connected to the lower partition assembly 206, while the upper partition assembly 204 may not be fixed to the upper receptor structure 700, but rather sits in the upper receptor structure 700.
  • the upper receptor structure 700 and the lower receptor structure 702 may be fastened together to fix or partially fix the upper partition assembly 204 with respect to the lower partition assembly 206.
  • the upper and lower receptor structures 700, 702 may be fastened together through holes 704 or slots in the adjoining surfaces of the upper and lower receptor structures 700, 702.
  • Fig. 7B depicts an end cross-section view of one embodiment of the receptor structures 604 connecting the upper and lower modular partition assemblies 204, 206
  • Fig. 7C depicts a side view of the same embodiment.
  • the gap 706 shown in the present embodiment may be present when the receptor structures 604 are first positioned on the respective partition assemblies. In some cases, the gap 706 may be cause by variations in distance between the lower deck 200 and the upper deck 202 due to various construction variables or imperfections.
  • Vertical slots 708 in the lower receptor structure 702 allow the lower receptor structure 702 to be raised or lowered before fastening the lower receptor structure 702 to the vertical stud 600 with a fastener 710 within one of the vertical slots 708.
  • the lower receptor structure 702 is fastened to the vertical stud 600 according to an adjustable vertical position of the lower receptor structure 702 relative to a fixed position of the lower partition assembly 206.
  • a vertical position 714 of the lower receptor structure 702 may be adjusted to allow the lower receptor structure 702 to abut the lower receptor structure 702, after which the lower receptor structure 702 may then be fastened to the lower partition assembly 206 and to the upper receptor structure 700.
  • Figs. 8A-8G depict perspective, cross-section, developed plan, and undeveloped plan views of embodiments of a lower receptor structure 702.
  • the lower receptor structure 702 may be used in conjunction with the modular partition assemblies 300 as described herein, though the lower receptor structure 702 may be used in conjunction with any partitioning systems.
  • the lower receptor structure 702 includes a number of slots in both sides of the lower receptor structure 702. The slots allow the lower receptor structure 702 to be lowered or raised according to a distance between the lower partition assembly 206 and the upper partition assembly 204 after installation in the structure frame building.
  • a fastener 710 is inserted into a slot 708 that aligns with a hole in the vertical stud 600 after adjusting the lower receptor structure 702 to a desired vertical position 714 relative to the lower partition assembly 206.
  • a hole may be punched or created in the vertical stud 600 after the lower receptor structure 702 is adjusted to the desired vertical position 714.
  • the lower receptor structure 702 includes a tab 800 on each side of the lower receptor structure 702.
  • the tabs 800 are configured as sheathing stops that may fit at least partially between sections of wall sheathing 808, such as drywall, positioned next to the upper partition assembly 204 and the lower partition assembly 206.
  • the position of the tabs 800 in conjunction with the sheathings 808 may provide improved performance to meet certain fire, smoke, or noise ratings requirements.
  • the tabs 800 may be a lighter gauge than the rest of the lower receptor structure 702.
  • a sealant 810 such as an elastic, fire resistant sealant, may be applied between the sections of sheathing 808 above and below the tabs 800 to provide additional improvements to fire or other ratings for the partition assemblies.
  • a metal angle 806, such as a gypsum wall board trim piece, may be positioned under the tabs 800 to provide a boundary where the sealant 810 rests to complete a fire/acoustical boundary system that meets certain fire/sound ratings.
  • the receptor joint may also include a backer rod 812 to reduce the amount of volume of sealant 810 required to fill the space between the sections sheathing 808, which may reduce the cost of constructing the partitioning system.
  • Other embodiments of tabs 800 may be used in conjunction with the lower receptor structure 702.
  • Fig. 8C depicts a developed plan view of the lower receptor structure 702.
  • the lower receptor structure 702 is designed within a range of measurements.
  • Various measurements for the lower receptor structure 702 may include dimensions A, B, C, D, E, and F, as shown in Fig. 8C, in addition to other measurements.
  • the lower receptor structure 702 has dimensions as described below.
  • Dimension A has a minimum nominal height of 1 inch and a maximum nominal height of 6 inches.
  • Dimension B has a minimum nominal width of 2 inches and a maximum nominal width of 10 inches.
  • Dimension F has a minimum nominal width of 1/4 inches and a maximum nominal width of 3 inches.
  • the lower receptor structure 702 includes a maximum length of 25 feet.
  • the lower receptor structure 702 has a minimum gauge of 20 and a maximum gauge of 14. The gauge may indicate a thickness of the material used for the lower receptor structure 702.
  • Each slot in the lower receptor structure 702 has a minimum width 802 of 1/16 inches and a maximum width 802 of 3/16 inches.
  • the minimum spacing 804 between the slots is 1 inch on center and the maximum spacing 804 is 6 inches on center.
  • Dimension C has a minimum width of 1/4 inch
  • Dimension E also has a minimum width of 1/4 inch.
  • Dimension D which is the slot length, includes the remaining width of dimension A after subtracting dimensions C and E.
  • the lower receptor structure 702 also includes holes 704 to receive a fastener 710 that attaches the lower receptor structure 702 to the upper receptor structure 700.
  • the holes 704 may be configured according to the type of fastener used and the spacing of holes 704 in the upper receptor structure 700.
  • the lower receptor structure 702 accommodates variations in construction tolerances of onsite conditions.
  • the construction of floors on each deck and undersides of decks may have ranges of tolerances that can be as high as 1 inch within 10 feet.
  • the lower receptor structure 702 may absorb a range of variation as much as 3 inches.
  • the lower receptor structure 702 may be installed at a common vertical height to receive any partition assembly that rises above the ceiling line 302.
  • Figs. 9A-9C depict cross-section, developed plan, and undeveloped plan views of embodiments of an upper receptor structure 700.
  • the upper receptor structure 700 may be fixed to the upper partition assembly 204.
  • the upper partition assembly 204 is not fixed to the upper receptor structure 700, but rests in a horizontal track formed by the upper receptor structure 700.
  • the upper receptor structure 700 may include an elongated hole 704 configured to receive a fastener for fastening the upper receptor structure 700 to the lower receptor structure 702. The elongated hole 704 allows for inline movement capability for the modular partition assemblies 300.
  • the upper receptor structure 700 may also include openings 900 in each side for heavier gauge support elements.
  • the support element may be the brace 400 as shown in Fig. 4B or the metal strap 404 shown in Fig. 4C.
  • the brace 400 may provide lateral support for the modular partition assemblies 300.
  • the brace 400 may be installed in any of the openings 900 in the upper receptor structure 700.
  • the brace 400 may be a permanent brace 400 for the modular partition assemblies 300.
  • the upper receptor structure 700 includes a minimum nominal width of 2 inches and a maximum nominal width of 10 inches, and a minimum nominal length of 1 -5/8 inches and a maximum nominal length of 8 inches.
  • Figs. 10A-10B depict cross-section views of embodiments of framing members in the interior partition system of Fig. 6.
  • the framing members include a vertical stud 600, as shown in Fig. 10A, and a horizontal track 402, as shown in Fig. 10B.
  • the framing members are made of steel sheet stock metal having a minimum gauge of 26 and a maximum gauge of 12. The steel sheet stock metal may be bent into the desired shape.
  • the vertical studs 600 sit in the horizontal track 402 in the lower partition assemblies 206 and are received by the horizontal track 402 in the upper partition assemblies 204.
  • the framing members include a minimum nominal width 1002 of 3-5/8 inches and a maximum nominal width 1002 of 10 inches.
  • the minimum nominal length 1000 is 1-5/8 inches and the maximum nominal length 1000 is 8 inches.
  • Other embodiments may include framing members with different sizes than described herein.
  • the horizontal tracks 402 may have similar measurements or structure to the upper receptor structures 700.
  • Figs. 11 A-l IB depict perspective views of various embodiment of a receptor joint for the interior partition system of Fig. 6. When installed above the ceiling line 302, the receptor joint, which includes the lower receptor structure 702 and the upper receptor structure 700, may be laterally braced at specific locations depending on the performance of the individual partition assemblies.
  • the lower receptor structure 702 and/or the upper receptor structure 700 may include pre-drilled and threaded attachment points between six inches on center and twenty-four inches on center, according to various embodiments.
  • the receptor structure 604 may include an optional metal strap 404 for horizontal bracing, as shown in Fig. 11 A.
  • the bracing may be a temporary bracing during installation of the partition assemblies.
  • the receptor structure 604 includes a more substantial lateral brace 400 with a heavier gauge than the strap metal and the partition assemblies.
  • the brace 400 may be placed in the openings 900 in the side of the upper receptor structure 700 and fastened to the bottom surface 406 of the upper deck 202.
  • the receptor joint provides vertical deflection between the interior partition assembly and the lower deck 200.
  • deflection includes the movement of one level differentiated by the movement or lack of movement of another floor.
  • one deck may have a live load that causes the entire deck to sag compared to another deck that does not have a similar live load. The difference in loading may cause one of the decks to move and cause deflection/stress in the partition assemblies.
  • the receptor joint may provide predictability in a building life cycle requirement because the receptor joint provides a common height for all partition assemblies and structurally attaches the partition assemblies to the frame structure.
  • Fig. 12 depicts a side view of one embodiment of the modular partition assemblies 204, 206 of Fig. 6.
  • the upper modular partition assembly is installed first, and then the lower modular partition assembly is installed.
  • the upper partition assembly 204 may be fixed to the upper deck 202, and the lower partition assembly 206 is then moved into place below the upper partition assembly 204 and fixed to the lower deck 200.
  • the upper and lower partition assemblies 204, 206 may be fixed to the upper and lower decks 202, 200, respectively, using the horizontal tracks 402 depicted in Fig. 10B.
  • the upper and lower receptor structures 700, 702 may be placed (but not necessarily fixed) on the corresponding partition assemblies before or after installing the partition assemblies.
  • the upper and lower receptor structures 700, 702 are slid onto the corresponding partition assemblies after the partition assemblies are fixed to the corresponding decks, and then the upper and lower receptor structures 700, 702 are fixed to each other and to the partition assemblies.
  • an upper and a lower partition assembly 206 are fastened to the respective decks prior to placing the decks in the structural frame 100.
  • the placement of the modular partition assemblies 300 may be such that when the decks are placed in the structural frame 100, the upper partition assembly 204 and the lower partition assembly 206 are placed sufficiently close to each other to be able to connect the upper partition assembly 204 to the lower partition assembly 206 together via the receptor structure 604 without unfastening either of the modular partition assemblies 300 from the decks. This may allow some of the framed building to be pre-assembled onsite or at an offsite location.
  • Fig. 13 depicts a perspective view of one embodiment of the lower deck 200 of Fig. 2.
  • the lower deck 200 includes deck attachment elements affixed within the deck at the top surface of the lower deck 200.
  • the upper deck 202 may also include deck attachment elements 1300 affixed within the deck at the bottom surface 406 of the upper deck 202.
  • the deck attachment elements 1300 may be distributed within the surfaces of the respective decks in a grid pattern, such that the deck attachment elements 1300 are spaced at equal intervals according to a predefined configuration before the deck is installed in the structural frame 100.
  • the intervals in the grid pattern correspond to specific design requirements of the framed building.
  • the grid pattern for the upper deck 202 may be different than the grid pattern for the lower deck 200.
  • the deck attachment elements 1300 provide for quick and easy attachment of the modular partition assemblies 300 or other building elements to the decks at an array of locations.
  • the attachment elements 1300 may facilitate independent design requirements to assemble components of a newly constructed framed building. Additionally, the attachment elements 1300 may be utilized to adapt the building to changes during the building's lifecycle.
  • the attachment elements 1300 are solid tapered and internally threaded cylinders placed in openings or cavities in the decks.
  • the attachment elements 1300 include channel tracks that are set within the decks and covered with a cap that may be removed on an as-needed basis. The locations of the channel track may correspond to the specific design requirements of the framed building design criteria.
  • Other embodiments of attachment elements 1300 may be used in conjunction with the upper and/or lower decks 202, 200.
  • the upper partition assemblies 204 may be attached to attachment elements 1300 at the bottom surface 406 of the upper deck 202, and the lower partition assemblies 206 may be attached to attachment elements 1300 at the top surface of the lower deck 200.
  • Other building components may also be attached to attachment elements 1300 in either the upper deck 202 or the lower deck 200.
  • Figs. 14A-14B depict perspective views of embodiments of receptor structures on a lower modular partition assembly.
  • the lower receptor structure 702 may include slots in each side of the lower receptor structure 702. The slots allow the lower receptor structure 702 to be placed on the lower partition assembly 206 during installation or directly after installation of the lower partition assembly 206 in a lowered position, as shown in Fig. 14 A.
  • a gap 706 may be present between the lower receptor structure 702 and the upper receptor structure 700.
  • the position of the lower receptor structure 702 may be adjusted.
  • a fastener 710 through one of the slots 708 in the lower receptor structure 702 that is used to secure the lower receptor structure 702 to a vertical stud 600 in the lower partition assembly 206 may be loosened while adjusting the lower receptor structure 702.
  • a vertical position 714 of the lower receptor structure 702 may be adjusted to close the gap 706 between the lower receptor structure 702 and the upper receptor structure 700.
  • the fastener 710 may be tightened so that the vertical position 714 of the lower receptor structure 702 is fixed with respect to the lower partition assembly 206.
  • Fig. 15 depicts a side view of one embodiment of modular partition assemblies 300 between decks in the framed building of Fig. 1.
  • the head of wall condition for the partition assemblies may determine whether the building structure meets various fire, smoke, and/or noise ratings.
  • a conventional partition assembly that spans the full distance between the lower deck 200 and the upper deck 202 may leave a space 1500 at the head of the partition assembly due to the type of joint or because of variations in the distance between the lower deck 200 and the upper deck 202.
  • Smoke 1502 may pass through the space at the head of the partition assembly, potentially preventing the partition assembly from meeting certain fire or smoke ratings.
  • the interior partitioning system described herein includes a receptor joint with a lower vertical position on the partition assemblies, thus reducing the chance that smoke 1502 rising and accumulating at the ceiling will be able to transfer through the partition assembly. Additionally, because the upper partition assembly 204 is fixed to the upper deck 202, rather than to the floor, variations in the distance between the lower deck 200 and the upper deck 202 do not affect the position of the upper edge of the upper partition assembly 204 with respect to the upper deck 202. This may allow the upper partition assembly 204 to be installed flush or
  • the interior partition system may be used in conjunction with a method for constructing an occupiable space in a structural frame 100 having a lower deck 200 and an upper deck 202 and having a ceiling line 302 that defines a ceiling height of the occupiable space within the structural frame building.
  • the method includes fastening the lower modular partition assembly to the lower deck 200 along the lower edge of the lower partition assembly 206, and fastening the upper modular partition assembly to the upper deck 202 along the upper edge of the upper partition assembly 204.
  • the method connects the upper edge of the lower partition assembly 206 to the lower edge of the upper partition assembly 204 via the receptor structure 604.
  • the upper edge of the lower partition assembly 206, the lower edge of the upper partition assembly 204, and the receptor structure 604 are located above the ceiling line 302 of the occupiable space.
  • connecting the lower partition assembly 206 to the upper partition assembly 204 via the receptor structure 604 includes adjusting the receptor structure 604 to fill a gap 706 between the upper edge of the lower partition assembly 206 and the lower edge of the upper partition assembly 204.
  • Adjusting the receptor structure 604 may include adjusting a height or vertical dimension of the receptor structure 604 relative to the upper edge of the lower partition assembly 206.
  • connecting the upper edge of the lower partition assembly 206 to the lower edge of the upper partition assembly 204 includes securing the receptor structure 604 to the lower edge of the upper partition assembly 204 and/or to the receptor structure 604 to the upper edge of the lower partition assembly 206.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Installation Of Indoor Wiring (AREA)

Abstract

L'invention porte sur un système de cloison intérieure pour un bâtiment à ossature structurale. Le bâtiment à ossature structurale a une ligne de plafond qui définit une hauteur de plafond d'espace apte à être occupé à l'intérieur du bâtiment à ossature structurale. Le système de cloison intérieure comprend un premier ensemble cloison modulaire ou supérieur et un second ensemble cloison modulaire ou inférieur. Une structure de récepteur est configurée pour relier le premier ensemble cloison modulaire au second ensemble cloison modulaire. Le premier ensemble cloison modulaire a une dimension verticale qui dépasse la hauteur du plafond.
PCT/US2012/029119 2011-03-14 2012-03-14 Cloison intérieure modulaire pour un bâtiment à ossature structurale WO2012125760A2 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
CN201280021366.6A CN103890291B (zh) 2011-03-14 2012-03-14 用于结构框架建筑物的模块化内部隔断
JP2013558148A JP5972294B2 (ja) 2011-03-14 2012-03-14 構造的な骨組建築物のためのモジュール内部パーティション
BR112013023455A BR112013023455A2 (pt) 2011-03-14 2012-03-14 sistema de divisória interior de uma edificação de armação estrutural, edificação ocupável, e método para contruir um espaço ocupável em uma edificação de armação estrutural
EP12757644.5A EP2686498B1 (fr) 2011-03-14 2012-03-14 Cloison intérieure modulaire pour un bâtiment à ossature structurale
KR1020137027075A KR101733262B1 (ko) 2011-03-14 2012-03-14 구조적 골조식 빌딩을 위한 모듈러 인테리어 파티션

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US201161452605P 2011-03-14 2011-03-14
US61/452,605 2011-03-14

Publications (2)

Publication Number Publication Date
WO2012125760A2 true WO2012125760A2 (fr) 2012-09-20
WO2012125760A3 WO2012125760A3 (fr) 2014-05-01

Family

ID=46831331

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2012/029119 WO2012125760A2 (fr) 2011-03-14 2012-03-14 Cloison intérieure modulaire pour un bâtiment à ossature structurale

Country Status (6)

Country Link
EP (1) EP2686498B1 (fr)
JP (1) JP5972294B2 (fr)
KR (1) KR101733262B1 (fr)
CN (1) CN103890291B (fr)
BR (1) BR112013023455A2 (fr)
WO (1) WO2012125760A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018176077A1 (fr) * 2017-03-31 2018-10-04 Pring Glen Haydn Éléments de fixation et ensembles de paroi

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10876649B2 (en) 2017-07-25 2020-12-29 Dresser, Llc Manufacture of remote control stations for use to operate actuators on a valve assembly
CN113015831B (zh) * 2018-09-10 2023-09-12 T和R室内系统有限公司 支架
CN113863540B (zh) * 2021-09-30 2023-03-07 国住人居工程顾问有限公司 一种模块化集成隔墙及负压病房

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1538272A1 (fr) 2003-12-03 2005-06-08 Unispace A.G. Parois de séparation isolant acoustique et procédé d'assemblage d'une telle paroi

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2766855A (en) * 1951-05-24 1956-10-16 Steel Partitions Inc Demountable metal partition
FR77413E (fr) * 1960-03-25 1962-03-02 Ferodo Sa Perfectionnements apportés à la construction des bâtiments comportant des parois démontables telles que faux-plafonds, cloisons et autres
EP0270541B1 (fr) * 1985-09-13 1990-01-10 Massimo Colomban Structure a meneaux du sol au plafond avec panneaux suspendus pour realiser une cloison demontable
JPH01102160A (ja) * 1987-10-14 1989-04-19 Takenaka Komuten Co Ltd 床用プレキャストコンクリート版
US5127760A (en) * 1990-07-26 1992-07-07 Brady Todd A Vertically slotted header
US5755066A (en) * 1993-12-02 1998-05-26 Becker; Duane William Slip track assembly
CN1213030A (zh) * 1997-09-30 1999-04-07 下原武茂 建筑板块及其连接方法
US6295781B1 (en) * 1998-04-11 2001-10-02 Thomas C. Thompson Stud, top plate, and rafter tie down
CN2344463Y (zh) * 1998-08-17 1999-10-20 格满林(南京)实业有限公司 组合式墙体
US6122871A (en) * 1998-11-19 2000-09-26 Steelcase Development Inc. Wall-to-ceiling structure including framework and cover panel
JP2000355999A (ja) * 1999-06-16 2000-12-26 Taisei Corp 間仕切構造
CA2308254C (fr) * 2000-05-05 2002-10-01 Thomas R. Herren Structure de paroi d'effondrement antisismique et ignifuge
JP2004124480A (ja) * 2002-10-01 2004-04-22 Itoki Crebio Corp 組立て式間仕切装置
JP2010070907A (ja) * 2008-09-16 2010-04-02 Takenaka Komuten Co Ltd 乾式の地下外壁二重壁構造
JP2010261234A (ja) * 2009-05-08 2010-11-18 Misawa Homes Co Ltd 間仕切り壁用の枠材および間仕切り壁の施工方法

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1538272A1 (fr) 2003-12-03 2005-06-08 Unispace A.G. Parois de séparation isolant acoustique et procédé d'assemblage d'une telle paroi

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP2686498A4

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018176077A1 (fr) * 2017-03-31 2018-10-04 Pring Glen Haydn Éléments de fixation et ensembles de paroi
AU2018236776B2 (en) * 2017-03-31 2019-04-11 Glen Haydn PRING Fasteners and wall assemblies
AU2018236776A8 (en) * 2017-03-31 2019-07-25 Glen Haydn PRING Fasteners and wall assemblies
AU2018236776B8 (en) * 2017-03-31 2019-08-15 Glen Haydn PRING Fasteners and wall assemblies
US11686091B2 (en) 2017-03-31 2023-06-27 Glen Haydn Pring Fasteners and wall assemblies

Also Published As

Publication number Publication date
KR20140016940A (ko) 2014-02-10
EP2686498A4 (fr) 2015-04-29
EP2686498B1 (fr) 2017-03-01
JP5972294B2 (ja) 2016-08-17
CN103890291B (zh) 2017-05-31
KR101733262B1 (ko) 2017-05-08
BR112013023455A2 (pt) 2016-12-13
CN103890291A (zh) 2014-06-25
EP2686498A2 (fr) 2014-01-22
JP2014518963A (ja) 2014-08-07
WO2012125760A3 (fr) 2014-05-01

Similar Documents

Publication Publication Date Title
US8544226B2 (en) Modular interior partition for a structural frame building
US10323428B2 (en) Sequence for constructing a building from prefabricated components
US8769898B2 (en) Structural infill wall panel module
AU2017229463B2 (en) Floor and ceiling panel for slab-free floor system of a building
US8850770B2 (en) Structurally integrated accessible floor system
KR20180040609A (ko) 모듈러 빌딩용 커넥터
US20170058517A1 (en) Integrated access floor system
MX2011003007A (es) Sistema de construccion de unidades modulares.
US9834940B2 (en) Modular building structures improvements
US8245469B2 (en) Deck assembly module for a steel framed building
KR20170119752A (ko) 건축물 시공용 조립식 구조적 시스템
US9273464B2 (en) Structurally integrated accessible floor system
CA2798468C (fr) Ameliorations apportees a des structures de construction evolutives
EP2686498B1 (fr) Cloison intérieure modulaire pour un bâtiment à ossature structurale
US7975443B2 (en) Precast prestress raised access floor construction
US9637910B2 (en) Modular interior partition for a structural frame building
EP2430252B1 (fr) Système de plancher à structure intégrée et à espace accessible
US20100107517A1 (en) Structural brace for modular housing module
CN218970354U (zh) 一种带m型调节连接座的龙骨连接结构
AU2018100859A4 (en) Modular cassettes, panels and kits for constructing residential structures

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 12757644

Country of ref document: EP

Kind code of ref document: A2

ENP Entry into the national phase in:

Ref document number: 2013558148

Country of ref document: JP

Kind code of ref document: A

REEP Request for entry into the european phase

Ref document number: 2012757644

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 2012757644

Country of ref document: EP

ENP Entry into the national phase in:

Ref document number: 20137027075

Country of ref document: KR

Kind code of ref document: A

REG Reference to national code

Ref country code: BR

Ref legal event code: B01A

Ref document number: 112013023455

Country of ref document: BR

ENP Entry into the national phase in:

Ref document number: 112013023455

Country of ref document: BR

Kind code of ref document: A2

Effective date: 20130912