US3715849A - Building constuction - Google Patents

Building constuction Download PDF

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Publication number
US3715849A
US3715849A US00077251A US3715849DA US3715849A US 3715849 A US3715849 A US 3715849A US 00077251 A US00077251 A US 00077251A US 3715849D A US3715849D A US 3715849DA US 3715849 A US3715849 A US 3715849A
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United States
Prior art keywords
pillars
flanges
girders
peaks
building construction
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Legal status (The legal status 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 status listed.)
Expired - Lifetime
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US00077251A
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English (en)
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M Strassle
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Individual
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Individual
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    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5818—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially U - form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2409—Hooks, dovetails or other interlocking connections
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2424—Clamping connections other than bolting or riveting
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections

Definitions

  • the pillars have a many-cornered, particularly a four-cornered, profile, and the side walls of the pillars are of corrugated shape,-each side wall having alternating inner and outer peaks of trapezoidal shape.
  • the outer peaks in the side walls are disposed on opposite sides of an inner peak, there being provided flanges which partially cover the space within the peaks.
  • At each of the corners of the pillar there is provided an outwardly extending rib; at least on two side surfaces the pillar is provided with apertures on which to hang girders.
  • This invention relates to a building construction which is made of hollow vertical load bearing pillars and girders connectedthereto.
  • the pillars and the girders may be formed of a light metal alloy, for example, an aluminum alloy.
  • the construction in accordance with the invention is particularly characterized by the fact that the vertical pillars have a horizontal section containing many corners and have corrugated side surfaces, such side surfaces being made up of inwardly and outwardly extending sections which are trapezoidal in horizontal section.
  • each side surface of a pillar there is an outer peak on each side of an inner peak, and at the corners of the pillars there are disposed outwardly extending ribs.
  • Each of the pillars is provided with at least two side surfaces having apertures therein whereby to permit girders to be connected to or hung upon them.
  • FIG. 1 is a view in perspective of the upper end of a pillar
  • FIG. 2 is a view in horizontal section through the pillar
  • FIG. 3 is an exploded viewin perspective of a multipart girder adapted to be connected to the pillar of FIGS. 1 and 2;
  • FIG. 4 is a view in perspective of a fully assembled girder
  • FIG. 5 is a view in vertical section through the body of the girder of FIGS. 3 and 4;
  • FIG. 6 to FIG. 13, inclusive are schematic views in perspective showing the step-by-step construction of a building from the pillars shown in FIGS. 1 and 2 of the girders shown in FIGS. 3-5, inclusive.
  • the pillar 1 is of many-cornered construction, in the illustrative example the pillar having four corners.
  • the pillar is made of a light metal, for example, an alloy of 98.398.7% Al, 0.50.7% Mg, 0.4-0.6% Si, 0.1% Mn, and 0.3% Fe.
  • the pillar 1 is of a symmetrical construction, that is, each of its sides is the same as-all the other sides, and all of the corner constructions are the same. Each side has two outwardly extending trapezoidal-shaped shaped outer peaks 2 and 3 and an' inner peak 4 disposed between the two outer peaks 2 and 3.
  • the outer peaks 2 and 3 are provided with projections or flanges 5 which partially cover the inner peak 4. Between successive outer peaks 2 and 3 on each side of the pillar there remains an open space between the confronting edges of the flanges 5.
  • the confronting edges of the flanges 9 and the adjacent flanges 5 provide a clear space between them.
  • the wall strength of the flanges 5 and 9 is equal, and is equal to at least half that of the outer peaks 2 and 3 and the inner peak 4.
  • a place 6 is provided between the confronting edges of the flanges 5 which partially cover the inner peak 4.
  • the re-entrant spaces provided by the flanges 5 and 9 on the side walls and corners of the pi]- lars make it possible to mount wall plates and the like thereon by the use of conventional clamping means.
  • the pillar l is provided as, for example, at its upper and lower ends, with pairs of openings 10 disposed side-by-side, as shown in FIG. 1.
  • Such openings may be of rectangular shape, as shown, and extend centrally through the outer peaks 2 and 3.
  • the openings 10 receive fastening means at the ends of the girders. It is possible to provide each of the four sides of the pillars with openings 10, if desired.
  • Girders designed to interfit with the above-described pillars of FIGS. 1 and 2 are shown in FIGS. 3, 4, and 5.
  • Such girders may be formed of the same light aluminum alloy described above for the making of the pillars.
  • Every girder 11 has an elongated main body 11 having a central web 12, the web being thickenedat its upper and lower ends as shown in FIG. 5 at 13.
  • the girder 11 is provided with thickened horizontal flanges 14 disposed normal to the web 12 and extending in the same direction therefrom.
  • the flanges 14 are provided with longitudinally extending grooves 15 and 16 on the inner confronting horizontal faces thereof, the inner edges of grooves I5, 16 lying in the plane of the inner side of the web 12.
  • a connector or hanger plate 17 is mounted at each end of the girder 11; the plate 17 has a thickness only slightly less than the width of the grooves 15 and 16, and a height such that the plate may he slipped into the end of the girder as shown in FIG. 4.
  • Each plate 17 has a pair of vertically spaced downwardly open hook formations 18 on its outer edge.
  • the plate members 17 are maintained in place on the ends of the main body of the girder by bolts or rivets extending through holes 19 through the web 12 at opposite ends of the body 11 and longitudinally extending slots 20 in the plate member 17, whereby the plate members may be longitudinally adjusted somewhat with respect to the member 11 before it is tightened thereon.
  • the fasteners extending through the holes 19 in the slots 20 may be made of steel, light metal alloy, or strong plastic material such as nylon, if desired. In the above-described manner there is provided a safe, secure and simple connection between the pillars and the girders. Any further safety fastening devices are not necessary, but if desired, the described fastening of the parts may be supplemented by known clamps and the like.
  • the flanges 14 are provided with ribs 21 upon which there may be mounted, if desired, wall elements, intermediate pieces, window frames and elements, and the like.
  • FIGS. 6, 7, and 8 schematically show the beginning of construction of a building from the above-described elements, four pillars and four girders being progressively connected as shown until there results the rudimerits of the frame shown in FIG. 9.
  • a workman is shown applying the first of a plurality of secondary girders 23, such secondary girders being hung between the flanges 14 of an opposed pair of girders 11.
  • the secondary girders 23 may have flanged formations on their opposite edges which make it possible for girders 23 to be introduced between the flanges 14 of the girders 11 when the girders 23 are disposed with their broadextents horizontal, the girders 23 then being turned into vertical position-so that the flanges on their ends lock into the grooves 15 and 16 in the flanges 14.
  • the plurality of thus-applied secondary girders 23 provides support for the panels 22 of a floor, as shown in FIG. 10.
  • a scaffolding 23 may be erected within the building so that upper girders 11 can be applied to the upper ends of the pillars 1 Secondary girders 23 are then applied between opposite girders 11 at the top of the frame, and roof panels 22 may be supported upon such upper secondary girders 23, as shown in FIG. 11.
  • a plurality of secondary uprights 25 may now be applied along each side of the frame between the upper and lower girders 11.
  • side panels may be applied to the building in the spaces between successive members 25 and secured thereto in a conventional manner. Openings may be left at appropriate places in the side of the building for windows and doors.
  • known elastic packing may be applied whereby to make the building water and air-tight.
  • a building construction capable of being erected within a relatively short period of time and comprising a plurality of load bearing pillars and connecting girders, the pillars being multi-sided, each side being corrugated and having alternating inner and outer peaks, each peak being of trapezoidal form, the sides of every inner and outer peak being disposed anan angle of with respect to each other; each side of each of said pillars is provided with flanges, and said pillars being provided with ribs at their corners and with flanges on said ribs disposed at an angle with respect to each other; the wall strength of the trapezoidal inwardly and outwardly peaks of said pillars is a plurality of times that of all of said flanges and said ribs on the corners of said pillars; and at least two side surfaces of said pillars are provided with pairs of adjacently disposed apertures extending through the central portion of said outer peaks; said pillars are connected to said girders by means of hanger plates cooperatively associated
  • each of said hanger plates are adjustably connected by at least one clamping bolt in a slot in to girder.
  • said girders have a web and two flanges on the edges of said web, said flanges extending parallel to each other and in the same direction normal to said web, said hanger plates being mounted at the ends of said girder between said flanges.
  • a building construction according to claim 5 comprising longitudinally extending ribs on the outer longitudinally extending surfaces of said flanges on said web, said ribs being adapted for the mounting of wall elements thereon.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Finishing Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
US00077251A 1970-08-19 1970-10-01 Building constuction Expired - Lifetime US3715849A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH1242870A CH531624A (de) 1970-08-19 1970-08-19 Baukonstruktion

Publications (1)

Publication Number Publication Date
US3715849A true US3715849A (en) 1973-02-13

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US00077251A Expired - Lifetime US3715849A (en) 1970-08-19 1970-10-01 Building constuction

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US (1) US3715849A (sk)
JP (1) JPS5035730B1 (sk)
AT (1) AT316815B (sk)
AU (1) AU459151B2 (sk)
BE (1) BE771443A (sk)
BR (1) BR7105340D0 (sk)
CA (1) CA957818A (sk)
CH (1) CH531624A (sk)
CS (1) CS161911B2 (sk)
DE (1) DE2166879C3 (sk)
DK (1) DK135858B (sk)
ES (1) ES203617Y (sk)
FR (1) FR2102350B1 (sk)
GB (1) GB1339482A (sk)
IL (1) IL37497A (sk)
LU (1) LU63466A1 (sk)
NL (1) NL7111375A (sk)
NO (1) NO129810B (sk)
SE (1) SE387149B (sk)
YU (1) YU34924B (sk)
ZA (1) ZA715323B (sk)

Cited By (14)

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USD244777S (en) * 1976-01-07 1977-06-21 Beautiline Systems Limited Tubular post
EP1726728A1 (en) * 2005-05-25 2006-11-29 Perfilopla, S.L. Method of erecting a partition wall integrated with a concrete floor
ES2281217A1 (es) * 2004-03-25 2007-09-16 Perfilopla, S.L. Procedimiento de construccion de tabiques con placas de cerramiento y tabiques asi obtenidos.
ES2285873A1 (es) * 2004-03-25 2007-11-16 Perfilopla, S.L. Perfil para la construccion de tabiques con placas de cerramiento.
WO2011130851A1 (en) * 2010-04-23 2011-10-27 E6-Xtrusion Structures Inc Quick connect structural system
WO2014000019A1 (en) * 2012-06-26 2014-01-03 The Trustee For House Of Parts Trust, Trading As House Of Parts Pty Ltd Building system
US20140010587A1 (en) * 2012-07-09 2014-01-09 Syma Intercontinental Ag Clamping device for the releasable connection of two profile sections
CN106320520A (zh) * 2016-10-17 2017-01-11 新疆大地鼎宸建设工程有限公司 集成式活动房集成结构
USD782697S1 (en) 2005-11-30 2017-03-28 Cpg International Llc Rail
WO2018146202A1 (en) * 2017-02-10 2018-08-16 C.D. Holding B.V. A resuable modular building and a method for erecting the same
WO2020046272A1 (en) * 2018-08-28 2020-03-05 Dhs Fraco Llc Assembly for erecting and dismantling a common tower adjacent a building structure and method of erecting and dismantling the same
WO2022071884A1 (en) * 2020-09-30 2022-04-07 Stonehaven Structures Pte Ltd An elongated section for construction structures
EP3971358A4 (en) * 2019-05-16 2023-01-18 Aragones Pardo, Miguel Angel STRUCTURE FOR ALUMINUM HOUSING
US20240093502A1 (en) * 2021-08-11 2024-03-21 Zhejiang Yotrio Group Co., Ltd. Assembly structure for tent and variously expandable outdoor tent

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PL122916B1 (en) * 1979-10-06 1982-09-30 Stocznia Szczecinska Personnal accomodation rooms in particular on waterborne vessels and method of building such rooms
SE8200994L (sv) * 1982-02-18 1983-08-19 Lars Gunnar Serneblad Byggsystem for demonterbara byggnader
GB2144822A (en) * 1983-07-18 1985-03-13 Mecol Limited Elongate construction elements
WO1989008177A1 (en) * 1988-03-03 1989-09-08 Entholzner Hans Peter Exhibition stand
AT394225B (de) * 1988-10-05 1992-02-25 Meru Horst Mag Baukoerper
GB8922223D0 (en) * 1989-10-03 1989-11-15 Urop Flooring Limited Frame structure
FR2653798B1 (fr) * 1989-10-26 1995-01-06 Dais Sarl Systeme de construction de structures modulables.
AU704961B2 (en) * 1995-12-15 1999-05-13 Colin Joseph Burton Improved nogging for building purposes
DE19752474A1 (de) * 1997-11-27 1999-06-02 Modul International Exhibition Profil für Messebauten und dergleichen
DE202005006528U1 (de) * 2005-04-22 2005-09-22 Karl Lausser Heizungsbau- und Sanitär GmbH Pilgramsberg Befestigungsprofil
US20180347177A1 (en) * 2015-12-01 2018-12-06 Juan Fernando Ljubicic Rubio Polyfunctional structural connector
CN106836642A (zh) * 2017-01-20 2017-06-13 天津大学 一种防屈曲斜肋板连接的钢管混凝土组合异形柱
DE102020113461A1 (de) 2020-05-19 2021-11-25 seiwo Technik GmbH Modularer Schutzraum, Bausatz zur Herstellung eines modularen Schutzraumes und Bausatz zur Umrüstung bestehender Räume, sowie Durchreiche für einen Schutzraum
CN112523354B (zh) * 2020-12-29 2022-04-12 安徽金和鑫钢结构有限公司 一种钢结构房屋拼装连接部件
CN112982970A (zh) * 2021-01-26 2021-06-18 中国化学工程第三建设有限公司 一种构造柱、框架柱建造用防漏浆模板
CN114045980B (zh) * 2022-01-13 2022-03-22 南通岩艺墙体材料科技有限公司 一种建筑工程用可直接安装的墙板结构

Cited By (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD244777S (en) * 1976-01-07 1977-06-21 Beautiline Systems Limited Tubular post
ES2281217A1 (es) * 2004-03-25 2007-09-16 Perfilopla, S.L. Procedimiento de construccion de tabiques con placas de cerramiento y tabiques asi obtenidos.
ES2285873A1 (es) * 2004-03-25 2007-11-16 Perfilopla, S.L. Perfil para la construccion de tabiques con placas de cerramiento.
EP1726728A1 (en) * 2005-05-25 2006-11-29 Perfilopla, S.L. Method of erecting a partition wall integrated with a concrete floor
USD809157S1 (en) 2005-11-30 2018-01-30 Cpg International Llc Rail
USD797307S1 (en) 2005-11-30 2017-09-12 Cpg International Llc Rail assembly
US10358841B2 (en) 2005-11-30 2019-07-23 Cpg International Llc Rail system and method for assembly
USD807527S1 (en) 2005-11-30 2018-01-09 Cpg International Llc Rail
USD797953S1 (en) 2005-11-30 2017-09-19 Cpg International Llc Rail assembly
USD788329S1 (en) * 2005-11-30 2017-05-30 Cpg International Llc Post cover
USD787707S1 (en) 2005-11-30 2017-05-23 Cpg International Llc Rail
USD782697S1 (en) 2005-11-30 2017-03-28 Cpg International Llc Rail
USD782698S1 (en) 2005-11-30 2017-03-28 Cpg International Llc Rail
USD784559S1 (en) 2005-11-30 2017-04-18 Cpg International Llc Rail
USD785199S1 (en) 2005-11-30 2017-04-25 Cpg International Llc Rail
WO2011130851A1 (en) * 2010-04-23 2011-10-27 E6-Xtrusion Structures Inc Quick connect structural system
US9228337B2 (en) 2010-04-23 2016-01-05 E6-Xtrusion Structures Inc. Quick connect structural system
WO2014000019A1 (en) * 2012-06-26 2014-01-03 The Trustee For House Of Parts Trust, Trading As House Of Parts Pty Ltd Building system
US9828761B2 (en) * 2012-06-26 2017-11-28 The trustee for House of Parts Trust Building system
US20150191905A1 (en) * 2012-06-26 2015-07-09 The Trustee For House Of Parts Trust, Trading As House Of Parts Pty Ltd Building system
US20140010587A1 (en) * 2012-07-09 2014-01-09 Syma Intercontinental Ag Clamping device for the releasable connection of two profile sections
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CN106320520A (zh) * 2016-10-17 2017-01-11 新疆大地鼎宸建设工程有限公司 集成式活动房集成结构
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Also Published As

Publication number Publication date
CS161911B2 (sk) 1975-06-10
GB1339482A (en) 1973-12-05
ES203617U (es) 1976-02-01
DE2166879A1 (de) 1976-07-22
DE2166879C3 (de) 1979-02-15
YU213871A (en) 1979-10-31
AT316815B (de) 1974-07-25
FR2102350A1 (sk) 1972-04-07
AU459151B2 (en) 1975-03-20
DE2120904B2 (de) 1977-05-26
JPS5035730B1 (sk) 1975-11-18
AU3226771A (en) 1973-02-15
DE2120904A1 (de) 1972-03-02
DE2166879B2 (de) 1978-06-15
YU34924B (en) 1980-04-30
IL37497A0 (en) 1971-11-29
ZA715323B (en) 1972-04-26
BE771443A (fr) 1971-12-31
CA957818A (en) 1974-11-19
BR7105340D0 (pt) 1973-04-26
IL37497A (en) 1974-03-14
FR2102350B1 (sk) 1974-05-31
ES203617Y (es) 1976-05-16
DK135858C (sk) 1977-12-05
NL7111375A (sk) 1972-02-22
DK135858B (da) 1977-07-04
SE387149B (sv) 1976-08-30
LU63466A1 (sk) 1971-11-12
NO129810B (sk) 1974-05-27
CH531624A (de) 1972-12-15

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