US20080245030A1 - Building Wall Structure - Google Patents

Building Wall Structure Download PDF

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Publication number
US20080245030A1
US20080245030A1 US11/814,134 US81413406A US2008245030A1 US 20080245030 A1 US20080245030 A1 US 20080245030A1 US 81413406 A US81413406 A US 81413406A US 2008245030 A1 US2008245030 A1 US 2008245030A1
Authority
US
United States
Prior art keywords
fasteners
wall structure
structure according
substructure
horizontal plane
Prior art date
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.)
Abandoned
Application number
US11/814,134
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English (en)
Inventor
Dominik Sieber
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SFS Group International AG
Original Assignee
SFS Intec Holding AG
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 SFS Intec Holding AG filed Critical SFS Intec Holding AG
Assigned to SFS INTEC HOLDING AG reassignment SFS INTEC HOLDING AG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: SIEBER, DOMINIK
Publication of US20080245030A1 publication Critical patent/US20080245030A1/en
Abandoned legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0835—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
    • E04B2/707—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B5/00—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
    • F16B5/02—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread
    • F16B5/0275—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread the screw-threaded element having at least two axially separated threaded portions

Definitions

  • the invention relates to a wall structure in a building, in which pre-hung-wall parts in the form of slats, boards, or the like are connected via fasteners to the fixed substructure, forming the actual wall element, and allowing exterior siding elements to be connected to the pre-hung wall parts.
  • an exterior wall comprising a wooden wall, a insulating layer mounted at the exterior of the wooden wall, and an exterior siding.
  • the exterior siding is mounted to a rear paneling, which is mounted to the wooden wall via screwed-in connection screws pointing diagonally upward.
  • These connecting screws are provided with a thread extending over the entire length of the shaft and are screwed in at an angle ranging from 60 to 80° in reference to the horizontal line.
  • These connecting screws are stressed in tension and in bending, with a respectively heavy exterior siding presenting a risk for the connecting screws to be bent and thus further compressing the insulating layer, unless these rear panels are additionally fully supported towards the bottom or the thermal insulation must be provided with a sufficient compressive resistance.
  • a known screw for fastening wooden panels on a roof or wall substructure (DE29805784U1) is screwed into the sub-structure horizontally or at an acute angle in reference to the horizontal line.
  • the rear paneling is compressed to the sub-structure including any old siding potentially arranged thereat, which is even enhanced by the various thread pitches. Due to the fact that the rear paneling does not require any distance from the substructure no problems result here from tensile or compressive forces or bending moments onto the screws.
  • a screw is known for the use in a subroof and a respective subroof (DE29607265U1 or EP0448915A1), with the screws being anchored in a fixed manner by threaded sections both in the rear paneling as well as in the roof trusses. This results in a stiff strutting between the rear panels and the trusses, which is even resistant to heavy loads of snow.
  • Such constructions are to be used exclusively in the area of roofs, because here primarily the vertical load by the weight of snow is to be considered. This can be achieved by several screws being stressed for tension and/or compression.
  • the object of the present invention is therefore to improve a wall structure of the type mentioned at the outset.
  • this is achieved in that at least some of the fasteners are inserted at an acute angle in reference to a horizontal plane and at least partially are inclined alternating in opposite directions in reference to a horizontal plane, with the pre-hung wall parts in the form of slats, boards, or the like each form together with the fasteners and together with the substructure a type of truss girder and thus a type of a self-supporting pre-hung façade can be achieved.
  • Truss girders are generally only used to bridge support sites located apart, thus in a horizontal position or one extending at an acute angle in reference to a horizontal line.
  • a type of truss girder is created, which forms part of a wall in the vertical alignment.
  • the exterior siding elements a considerable vertical load is applied in the direction of the pre-hung wall parts in the form of slats, boards, or the like, with this load having to be transferred into the actual wall element to the largest extent, thus the solid substructure.
  • the invention achieves that all suitable measures are given to create a stable construction per se, via tensile and compressive forces in the area of the fasteners according to a type of a vertically extending truss girder, without all forces having to be compensated downwards by supports for the pre-hung wall parts.
  • the load of the facade i.e. the pre-hung wall parts and the exterior siding elements, and also the wind load is thus introduced point-wise into the actual supporting wall elements via the inserted fasteners. Due to the point-type fastening with alternating diagonally screwed-in fasteners, this results in practically no construction parts in the insulation layer, which could negatively influence the thermal insulation or the noise insulation.
  • the fasteners alternating form an acute angle in reference to a horizontal plane pointing alternating upwards and downwards from the sub-structure, so that each subsequently following pairs of fasteners forms an angle equal or smaller than 90°.
  • a classical form of a truss girder is created, in which alternating fasteners are stressed by compression and tension.
  • fasteners enclose acute angles pointing alternating upwards and downwards in reference to a horizontal plane and are located in a horizontal plane such that each subsequent pairs of fasteners in the vertical direction forms an acute angle equal or smaller than 45°.
  • fasteners Depending on the sequence of the fasteners arranged in this matter they transfer compressive and tensile forces, respectively.
  • the fasteners of the truss girder are each inserted extending aligned in a vertical plane.
  • the fasteners are then located in different acute angles in reference to the horizontal planes or partially in horizontal planes, but only one vertical plane is provided for the fasteners of each truss girder.
  • each truss girder is provided with fasteners extending in at least two vertical planes parallel in reference to each other.
  • the fasteners are screwed in at an acute angle in reference to a horizontal plane or positioned in a horizontal plane in two vertical planes adjacent to each other at an acute angle, with the two vertical planes diverging or converging from the pre-hung wall parts in the direction of the substructure.
  • a support can be achieved in the horizontal direction parallel in reference to the substructure, which can be advantageous in particular in strong wind stress occurring. Even under such stress in the horizontal direction parallel in reference to the substructure the tensile and compressive stress is immediately transferred via the fasteners from the pre-hung wall parts into the substructure.
  • a structurally simple solution for the fasteners provides that screws are used as fasteners, which at least at their two end areas are provided with a threaded section. This way a secure anchoring of the fasteners is ensured both in the pre-hung walls parts as well as in the substructure.
  • the threaded sections embodied at the two end areas of the fasteners are provided with different thread pitch.
  • fasteners to be used for wall structures provides that the fasteners are provided in the form of screws with a head having a tool socket, with the exterior diameter of the head being only slightly larger than the exterior diameter of the threaded section adjacent thereto.
  • the wall parts generally comprising slats, boards, beams, or the like made from wood, do not split during the screwing in of the fasteners and thus can serve both for an orderly mounting of the exterior siding elements and for an optimum support in the direction of the substructure.
  • the head of the screw is always countersunk in the pre-hung wall parts and thus cannot hinder the assembly of the exterior siding elements.
  • the wall structure according to the invention provides additional possibilities.
  • insulation plates or mats are inserted between the individual vertically extending truss girders.
  • the wall structure can be formed in different manners, because particularly the introduction of force into the substructure is optimally solved.
  • slats, boards, or plates made from wood, wood materials, plastic, slate, natural stone, metal, or fiber-reinforced materials are provided as the exterior wall elements.
  • slats, boards, or plates made from wood, wood materials, plastic, slate, natural stone, metal, or fiber-reinforced materials are provided as the exterior wall elements.
  • slats, boards, or plates made from wood, wood materials, plastic, slate, natural stone, metal, or fiber-reinforced materials are provided as the exterior wall elements.
  • stucco support plates are provided as exterior wall elements.
  • a wall covered with plaster can also be created with the wall structure according to the invention without any weight problems.
  • the substructure forming the wall element per se may comprise massive wood, gluelam, plywood boards, stacked ply wood, or plywood and/or construction parts and combinations of these materials or other wooden materials. Particularly in case of wood, an embodiment is possible made from massive wood or a truss construction. Another possibility provides that the substructure forming the actual wall element is made from brick, clinker, or concrete.
  • FIG. 1 a vertical cross-sectional view through a wall structure
  • FIG. 2 a cross-sectional view taken along the line II-II in FIG. 1 ;
  • FIG. 3 a vertical cross-sectional view through another embodiment of a wall structure
  • FIG. 4 a cross-sectional view taken through the line IV-IV in FIG. 3 ;
  • FIG. 5 a vertical cross-sectional view through another embodiment of a wall structure
  • FIG. 6 a cross-sectional view taken along the line VI-VI in FIG. 5 ;
  • FIG. 7 a vertical cross-sectional view through another embodiment of a wall structure
  • FIG. 8 a cross-sectional view taken along the line VIII-VIII in FIG. 7 ;
  • FIG. 9 a vertical cross-sectional view through another embodiment of a wall structure
  • FIG. 10 a cross-sectional view taken along the line X-X in FIG. 9 ;
  • FIG. 11 a vertical cross-sectional view through another special embodiment of a wall structure, which could also be used in the embodiments according to FIGS. 1 through 10 ;
  • FIG. 12 a cross-sectional view taken along the line XII-XII in FIG. 11 ;
  • FIG. 13 a vertical cross-sectional view through another special embodiment of a wall structure, which could also be used in the embodiments according to FIGS. 1 through 10 ;
  • FIG. 14 a cross-sectional view taken along the line XIV-XIV in FIG. 13 .
  • pre-hung wall parts 1 in the form of slats, boards, or the like are connected by fasteners 2 to a fixed substructure 3 forming the actual wall element.
  • exterior siding elements 4 can be mounted in very different exemplary embodiment variants. At least some of the fasteners 2 are inserted at an acute angle W 1 and/or W 2 in reference to a horizontal plane H.
  • the fasteners 2 are alternating sloped in opposite directions in reference to the horizontal plane H, thus the fasteners 2 together with the substructure 3 each form a type of truss girder 5 together with the pre-hung wall parts 1 in the form of slats, boards, or the like.
  • the fasteners 2 alternately form an acute angle in reference to the horizontal plane H facing upward or downward from the substructure 3 such that each adjacent pair of fasteners 2 form an angle W 3 equal or smaller than 90°.
  • FIGS. 3 and 4 Another essentially identical constructive design is also shown in the examples according to FIGS. 3 and 4 as well as 5 and 6 . Only the material used is different in the substructure 3 or the pre-hung wall parts 1 .
  • Used for the substructure 3 could be wood or wooden materials, such as massive wood (e.g., beams), gluelam, plywood boards, stacked ply wood, plywood, LVL (veneer-layer wood composites) OSB (oriented strand boards) or MDF (medium-dense fiber boards) etc. or other materials such as brick, clinker, concrete etc. However, it may also be components or combinations of these materials.
  • the substructure 3 may also be provided with a planking 6 made from OSB (oriented strand board), MDF (medium-dense fiber board), particle board, wood-fiber composite boards, etc.
  • the pre-hung wall parts 1 may comprise slats, boards, beams, lumber, plywood, DVH (solid wood composites) etc.
  • the exterior siding elements may comprise very different materials.
  • various forms such as weather boarding, umbrella boarding, shingles made from various materials, such as wood, sheet metal, slate, natural stone, metal etc. may be used.
  • Plaster support plates may also be used as exterior wall elements.
  • the substructure may therefore be embodied to form the supportive wall construction in form of a frame structure, plate structure, crossbar structure, or even a massive wall.
  • Optimum stability of the pre-hung wall parts 1 is always maintained by the cooperation with the fasteners 2 and the special arrangement thereof and thus the formation of respective truss girders.
  • a bottom support 7 for the pre-hung wall parts 1 is not necessary, because the transfer of forces occurs almost exclusively into the substructure, namely over the entire height of the wall structure.
  • the support 7 therefore serves essentially only to seal a free space between the substructure 3 and the pre-hung wall parts 1 and/or the exterior siding elements.
  • a wall structure in which alternating fasteners 2 extend upwards ( FIG. 9 ) or downwards ( FIG. 7 ), to form an acute angle W 5 and/or W 4 in reference to a horizontal plane H extending from the substructure 3 , and are located between fasteners that extend in a horizontal plane H, so that each adjacent pair of fasteners 2 , following in the vertical direction, form an acute angle W 6 and/or W 7 equal or smaller than 45°. Therefore, an optimum introduction of force from the pre-hung wall parts 1 via the fasteners 2 into the substructure 3 is ensured, with some fasteners transferring the compressive forces and the other fasteners the tensile forces.
  • a wall structure is shown in which the fasteners 2 are each inserted in pairs or extending parallel in opposite directions at acute angles W 5 in reference to a horizontal plane H at a slight distance in reference to each other in vertical planes VE 1 and VE 2 .
  • This way, another additional reinforcement of the individual truss girder 5 is created.
  • FIGS. 13 and 14 a wall structure is discernible, in which the fasteners are screwed in at an acute angle in reference to a horizontal plane or a horizontal plane located in two vertical planes VE 3 , VE 4 together forming an acute angle W 6 .
  • the two vertical planes VE 3 , VE 4 diverge or converge originating from the pre-hung wall parts 1 , in a direction of the substructure 3 .
  • the construction can be adjusted appropriately.
  • even such forces are transferred via the fasteners 2 into the substructure 3 , with the fastener transferring the necessary tensile or compressive forces.
  • screws are used as fasteners 2 , which are provided with a threaded section 8 and/or 9 at least at their two end areas.
  • the threaded sections 8 and/or 9 embodied at the two end sections of the fasteners 2 can be provided with a different thread pitch.
  • the fasteners in the form of screws can be inserted without pre-drilling a hole so that an essential saving of labor is achieved.
  • the substructure 3 comprises clinkers or concrete, it must be predrilled because then a dowel must be inserted into the substructure 3 .
  • the fasteners 2 in the form of screws are provided with a head having a tool receiving socket, with the exterior diameter of the head being only slightly smaller than the exterior diameter of the threaded section 8 adjacent thereto. This way, when the screw head is screwed in it can be arranged countersunk in the pre-hung wall parts 1 .
  • insulation plates or mats 10 can be inserted between the individual vertically extending truss girders 5 , which essentially serve for thermal and/or noise insulation. These insulation plates or mats 10 can also be embodied continuously because the screwing of the pre-hung wall parts 1 may also occur after the laying or stapling of the insulation plates or mats.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
US11/814,134 2005-05-19 2006-05-11 Building Wall Structure Abandoned US20080245030A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE202005007886U DE202005007886U1 (de) 2005-05-19 2005-05-19 Wandaufbau bei einem Gebäude
DE202005007886.7 2005-05-19
PCT/EP2006/062231 WO2006122902A2 (de) 2005-05-19 2006-05-11 Wandaufbau bei einem gebäude

Publications (1)

Publication Number Publication Date
US20080245030A1 true US20080245030A1 (en) 2008-10-09

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Family Applications (1)

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US11/814,134 Abandoned US20080245030A1 (en) 2005-05-19 2006-05-11 Building Wall Structure

Country Status (4)

Country Link
US (1) US20080245030A1 (de)
EP (1) EP1883737B1 (de)
DE (1) DE202005007886U1 (de)
WO (1) WO2006122902A2 (de)

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015028287A (ja) * 2013-06-26 2015-02-12 音熱環境開発株式会社 木造建物の外張り断熱構造および外張り断熱工法
US20160376787A1 (en) * 2015-06-26 2016-12-29 Ibacos, Inc. Mineral Wool Wall System
US20170058526A1 (en) * 2015-08-26 2017-03-02 Omg, Inc. Structural Truss Module With Fastener Web and Manufacturing Method Therefor
US10731332B1 (en) * 2019-08-28 2020-08-04 Roosevelt Energy, Llc Composite reinforced wood stud for residential and commercial buildings
WO2020215099A1 (en) * 2019-04-19 2020-10-22 Miller Dowel Company Dowel with directional expanding portion and wall system including directional dowel
USD936242S1 (en) 2019-08-28 2021-11-16 Roosevelt Energy, Inc. Composite reinforced wood stud for buildings
US11174133B2 (en) 2019-05-01 2021-11-16 Miller Dowel Company Transport apparatus for assembly component and method of using transport apparatus
USD938618S1 (en) 2019-11-26 2021-12-14 Roosevelt Energy, Inc. Reinforced pinned dowel composite stud for buildings
USD941496S1 (en) 2019-11-14 2022-01-18 Roosevelt Energy, Inc. Stud for buildings
USD941498S1 (en) 2019-11-26 2022-01-18 Roosevelt Energy, Inc. Composite t-shaped in-line dowell reinforced wood stud for buildings
USD942049S1 (en) 2019-11-14 2022-01-25 Roosevelt Energy, Inc. L-shaped composite reinforced wood stud for buildings
US11255084B2 (en) 2019-06-10 2022-02-22 Roosevelt Energy, Inc. Thermal break wood columns, buttresses and headers with rigid insulation
US20220315081A1 (en) * 2020-12-18 2022-10-06 Shark Toolers, a dba of Stathis & Liebesfeld, LLC Tiler caddy
US11519166B2 (en) 2019-06-24 2022-12-06 Miller Dowel Company Guidance apparatus for assembly of construction panels
US11519174B2 (en) 2015-08-26 2022-12-06 Omg, Inc. Building structure formed by truss modules and method of forming
US11846096B2 (en) 2020-01-27 2023-12-19 Miller Dowel Company Construction using bundled tube and threaded stepped dowels
US20240117628A1 (en) * 2022-10-10 2024-04-11 Brian IVERSON Modular complete thermal break foundation, wall and roof assemblies for buildings
USD1033679S1 (en) 2021-01-29 2024-07-02 Roosevelt Energy, Inc. Stud for buildings

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Publication number Priority date Publication date Assignee Title
DE102008053638A1 (de) * 2008-10-30 2010-06-10 Rensburg, Markus, Dipl.-Wirtsch.-Ing. Vorrichtung zum Justieren eines Bauelementes in einem Abstand zum Bauteil
DE102009005916A1 (de) * 2009-01-09 2010-07-22 Adolf Würth GmbH & Co. KG Schraube
DK2278172T3 (da) 2009-07-20 2012-04-10 Rogger Fasteners Ag Indretning til fastgørelse af et byggeelement i en afstand
SI2256262T1 (sl) * 2009-10-22 2013-09-30 Naturbau Gschwend Gschwendbau Gmbh Modul lesene konstrukcije, postopek za njegovo proizvodnjo in njegova uporaba
NL2010093C2 (en) * 2013-01-08 2014-07-09 Es Wall assembly, cladding panel support beam, anchor guide, kit of parts and method for cladding a wall.
DE102018105764B4 (de) * 2018-03-13 2024-07-18 Andreas Meschenmoser Gebäudeholzwand

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DE29501937U1 (de) * 1995-02-07 1995-04-06 Hoffmann, Manfred, 57258 Freudenberg Bauwerk mit hinterlüfteter Fassade und zu deren Montage versehene Strebe
DE29607265U1 (de) 1996-04-22 1997-06-26 Sfs Handels Holding Ag, Heerbrugg Schraube zum Einsatz bei einem Unterdach
DE19703874C2 (de) * 1997-02-03 2002-11-07 Bierbach Gmbh & Co Kg Befestig Außenwand
DE19705202B4 (de) 1997-02-12 2005-04-14 Bierbach Gmbh & Co. Kg, Befestigungstechnik Verfahren zum Befestigen von Holzkonstruktionsteilen vor einer Betonwand oder Mauer
DE29805784U1 (de) * 1998-03-30 1999-08-05 Sfs Industrie Holding Ag, Heerbrugg Schraube zur Befestigung von Latten aus Holz auf einem Dach- oder Wandunterbau
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Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015028287A (ja) * 2013-06-26 2015-02-12 音熱環境開発株式会社 木造建物の外張り断熱構造および外張り断熱工法
US20160376787A1 (en) * 2015-06-26 2016-12-29 Ibacos, Inc. Mineral Wool Wall System
US11891799B2 (en) * 2015-06-26 2024-02-06 Ibacos, Inc. Mineral wool wall system
US10851543B2 (en) * 2015-06-26 2020-12-01 Ibacos, Inc. Mineral wool wall system
US11236507B2 (en) * 2015-08-26 2022-02-01 Omg, Inc. Structural truss module with fastener web and manufacturing method therefor
US20170058526A1 (en) * 2015-08-26 2017-03-02 Omg, Inc. Structural Truss Module With Fastener Web and Manufacturing Method Therefor
US11732476B2 (en) 2015-08-26 2023-08-22 Omg, Inc. Structural truss module with fastener web and manufacturing method therefor
US11519174B2 (en) 2015-08-26 2022-12-06 Omg, Inc. Building structure formed by truss modules and method of forming
US10935064B2 (en) 2019-04-19 2021-03-02 Miller Dowel Company Dowel with directional expanding portion and wall system including directional dowel
CN113811693A (zh) * 2019-04-19 2021-12-17 米勒销钉公司 具有方向性膨胀部分的销钉和包括方向性销钉的壁系统
WO2020215099A1 (en) * 2019-04-19 2020-10-22 Miller Dowel Company Dowel with directional expanding portion and wall system including directional dowel
US11174133B2 (en) 2019-05-01 2021-11-16 Miller Dowel Company Transport apparatus for assembly component and method of using transport apparatus
US11255084B2 (en) 2019-06-10 2022-02-22 Roosevelt Energy, Inc. Thermal break wood columns, buttresses and headers with rigid insulation
US11519166B2 (en) 2019-06-24 2022-12-06 Miller Dowel Company Guidance apparatus for assembly of construction panels
US10731332B1 (en) * 2019-08-28 2020-08-04 Roosevelt Energy, Llc Composite reinforced wood stud for residential and commercial buildings
USD936242S1 (en) 2019-08-28 2021-11-16 Roosevelt Energy, Inc. Composite reinforced wood stud for buildings
USD942049S1 (en) 2019-11-14 2022-01-25 Roosevelt Energy, Inc. L-shaped composite reinforced wood stud for buildings
USD941496S1 (en) 2019-11-14 2022-01-18 Roosevelt Energy, Inc. Stud for buildings
USD938618S1 (en) 2019-11-26 2021-12-14 Roosevelt Energy, Inc. Reinforced pinned dowel composite stud for buildings
USD941498S1 (en) 2019-11-26 2022-01-18 Roosevelt Energy, Inc. Composite t-shaped in-line dowell reinforced wood stud for buildings
US11846096B2 (en) 2020-01-27 2023-12-19 Miller Dowel Company Construction using bundled tube and threaded stepped dowels
US20220315081A1 (en) * 2020-12-18 2022-10-06 Shark Toolers, a dba of Stathis & Liebesfeld, LLC Tiler caddy
US11807286B2 (en) * 2020-12-18 2023-11-07 Shark Toolers Tiler caddy
USD1033679S1 (en) 2021-01-29 2024-07-02 Roosevelt Energy, Inc. Stud for buildings
US20240117628A1 (en) * 2022-10-10 2024-04-11 Brian IVERSON Modular complete thermal break foundation, wall and roof assemblies for buildings

Also Published As

Publication number Publication date
WO2006122902A2 (de) 2006-11-23
DE202005007886U1 (de) 2006-05-18
EP1883737A2 (de) 2008-02-06
WO2006122902A3 (de) 2007-01-18
EP1883737B1 (de) 2013-03-06

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