WO2010008296A1 - Wall frame system for buildings - Google Patents
Wall frame system for buildings Download PDFInfo
- Publication number
- WO2010008296A1 WO2010008296A1 PCT/NO2009/000241 NO2009000241W WO2010008296A1 WO 2010008296 A1 WO2010008296 A1 WO 2010008296A1 NO 2009000241 W NO2009000241 W NO 2009000241W WO 2010008296 A1 WO2010008296 A1 WO 2010008296A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- corrugations
- stanchions
- lugs
- sides
- end rail
- Prior art date
Links
- 239000000463 material Substances 0.000 claims abstract description 9
- 239000002184 metal Substances 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000000638 solvent extraction Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000030279 gene silencing Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- 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
- E04B2/7407—Removable 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
- E04B2/7453—Removable 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
- E04B2/7457—Removable 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
-
- 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
- E04B2/766—T-connections
- E04B2/767—Connections between wall studs and upper or lower locating rails
-
- 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
- E04B2/7854—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 of open profile
- E04B2/789—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 of open profile of substantially U- or C- section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0482—Z- or S-shaped
Definitions
- the invention relates to a system for frame building of houses as described in the introductory part of claim 1. Background
- the use of steel stanchions for buildings requires easy mounting and good strength properties .
- the building industry has long requested a modular system for inner partitioning walls wherein the pillars easily can be placed in the correct position, allowing an easy correction of an incorrect first arrangement. It is also desirable to maintain the pillars sufficiently firmly in position until the wall sheeting can be mounted, without displacement of the pillars.
- the stanchions are rapidly positioned at mounting.
- the locating between the corrugations and the lugs on the stanchions and the rails respectively allows a rapid finding of the right position and securing thereof. With this locating is also an initial securing of the stanchions before fastening with screws through wall sheeting, achieved.
- corrugations with suitable design will guide the entering of the screw tips into the bottom of the grooves and the side walls of the grooves will interlock with the screws and provide increased strength compared to the use of plain material or of material without interaction between the screws and the sides of the grooves.
- building system according to the invention will increase strength and sound silencing.
- the invention thus comprises two parts. Said parts may be produced separately, but such independent deliverance of an element covered by claim 1 is considered an infringement.
- the distance between the corrugations is 5 - 14 times the thickness of the sheet material. It is also an advantage, if the lugs of the end rail or U-rail is pressed from the sheet material and that the lugs are ribs extending cross wise. It is further an advantage, if the corrugations have rounded top, e.g. sinusoidal or trapezoidal.
- the corrugations of the stanchions may also be rows of lugs.
- Figure 2A and 2B are showing a perspective view of two examples on the lower end of a stanchion shown in Figure 1, arranged in a U-rail according to the invention
- Figure 3 is showing a horizontal section through the lower part of a stanchion flange engaging the adjacent part of the bottom rail
- Figure 4 is showing the corrugations of a stanchion as lugs and a rail with crosswise extending fins, while
- Figure 5 is showing alternative sections of the stanchions.
- Figure 1 is showing a stanchion 11 with a C-profile, or a U-profile with right-angle between the bottom 12 and the sides 13, 14 and with an inward reinforcing edge 15, 16 at the sides.
- Each of the sides 13, 14 is provided with corrugations 17 throughout the width.
- the corrugations 17 in the example are generally sinusoidal.
- the corrugations are generally trapezoidal with rounded tops. In both cases is a screw entering the top of a corrugation guided along a side face and thus enters a groove providing an increased hold for the fastened screw.
- the corrugations may have a crest height from 1 to 10 times the sheet thickness. Further, the distance may be 5 to 14 times the sheet thickness.
- the sheet thickness may be in the range 0,45 to 2 millimeter, depending on the dimensions and the field of use.
- a favorable size of the corrugations for stanchions for partitioning walls of 0,45 millimeter sheet material is crest height 1,8 - 2,4 millimeter and distance 2,2 - 6,0 millimeter.
- FIG. 2A is showing a stanchion 11 arranged in a U-rail 23 placed on a carrying structure of a building, e.g. on a sill or directly on a floor.
- a row of depressions providing inward lugs 25 are facing the stanchion 11.
- the lugs 25 of the example are fins ( Figure 3) with the axis crosswise to the longitudinal axis of the U-rail.
- the U-rail may have lugs only on one side as shown in Figure 2B.
- the distance between the lugs 25 may be in the range 20 - 100 millimeter, preferably 25 millimeter.
- Two stanchions 11 according to the invention can be joined in a manner known per se, by overlapping in reversed position with the flange 16 externally.
- Figure 4 is showing parts corresponding to Figure 2A, with the corrugation of the stanchions 27 as rows of lugs 28, and with a U-rail 20 with crossing fins 30.
- Figure 5 is showing examples on profiled stanchions, with U-, C-, Omega-, Z-, and Z-profile.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Wall frame building system with metal sheet stanchions (11). At least one of the juxtaposed, parallel sides (13, 14) is having longitudinal corrugations (17). At least one end rail (23) is provided with U-profile for receiving an end of the stanchions (11), with the juxtaposed sides engaging the sides of the end rail. Improved rigidity and strength is achieved if the corrugations (17) are having a density maximum 14 times the sheet thickness and if at least one side of the end rail (23) has a longitudinal row of lugs (25), said lugs being pressed out of the sheet material, and protruding into the corrugations of the stanchions.
Description
WALL FRAME SYSTEM FOR BUILDINGS
The invention relates to a system for frame building of houses as described in the introductory part of claim 1. Background
Steel stanchions have long been used for building inner and outer walls, floor structures and ceilings. Various profiles have been used, such as U- and Z-profiles, with different edges and profiles. It is known to provide pillars or stanchions with longitudinal coarse corrugations, e.g. at opposite sides of a C-profile. The object has been to reduce the transfer of sound energy through the wall. The corrugations have had narrow tops and corresponding wide distances to adjacent corrugations. Such pillars did not reduce the time needed for mounting.
The use of steel stanchions for buildings requires easy mounting and good strength properties . The building industry has long requested a modular system for inner partitioning walls wherein the pillars easily can be placed in the correct position, allowing an easy correction of an incorrect first arrangement. It is also desirable to maintain the pillars sufficiently firmly in position until the wall sheeting can be mounted, without displacement of the pillars.
Object Thus it is the main object of the invention to provide stanchions of metal, which makes the mounting in correct position, i.e. vertically, easy on a bottom sash rail and a top rail with U-profile, and also easy to correct an error in the positioning.
It is desirable that this positioning in correct position is maintained without screws until the wall sheeting is fastened. Further it is an object to provide a steel stanchion increasing the strength of the screw hold, at mounting of wall sheeting.
It is also an object to maintain the advantages of increased strength and reduced sound transfer achieved at known steel stanchions with longitudinal corrugations. Alternatively, it is an object to maintain the total strength with a thinner material. The Invention
The invention is stated in claim 1. With this building system, with stanchions and at least a top or bottom sash rail embodying the invention, more advantages may be achieved.
Firstly, the stanchions are rapidly positioned at mounting. The locating between the corrugations and the lugs on the stanchions and the rails respectively allows a rapid finding of the right position and securing thereof.
With this locating is also an initial securing of the stanchions before fastening with screws through wall sheeting, achieved.
Further, the corrugations with suitable design will guide the entering of the screw tips into the bottom of the grooves and the side walls of the grooves will interlock with the screws and provide increased strength compared to the use of plain material or of material without interaction between the screws and the sides of the grooves.
Additionally the building system according to the invention will increase strength and sound silencing.
The invention thus comprises two parts. Said parts may be produced separately, but such independent deliverance of an element covered by claim 1 is considered an infringement.
In claims 2 - 5 further features for improving the function of the invention is stated.
It is an advantage, if the distance between the corrugations is 5 - 14 times the thickness of the sheet material. It is also an advantage, if the lugs of the end rail or U-rail is pressed from the sheet material and that the lugs are ribs extending cross wise. It is further an advantage, if the corrugations have rounded top, e.g. sinusoidal or trapezoidal.
The corrugations of the stanchions may also be rows of lugs.
Further details of the invention will appear in the description of examples of embodiment.
Example
The invention is described with reference to the drawing, wherein Figure 1 is showing a section through a stanchion for a building system according to the invention,
Figure 2A and 2B are showing a perspective view of two examples on the lower end of a stanchion shown in Figure 1, arranged in a U-rail according to the invention,
Figure 3 is showing a horizontal section through the lower part of a stanchion flange engaging the adjacent part of the bottom rail,
Figure 4 is showing the corrugations of a stanchion as lugs and a rail with crosswise extending fins, while
Figure 5 is showing alternative sections of the stanchions.
Figure 1 is showing a stanchion 11 with a C-profile, or a U-profile with right-angle between the bottom 12 and the sides 13, 14 and with an inward reinforcing edge 15, 16 at the sides. Each of the sides 13, 14 is provided with corrugations 17 throughout the width. The corrugations 17 in the example are generally sinusoidal. In an alternative, not shown embodiment, the corrugations are generally trapezoidal with rounded tops. In both cases is a screw entering the
top of a corrugation guided along a side face and thus enters a groove providing an increased hold for the fastened screw.
The corrugations may have a crest height from 1 to 10 times the sheet thickness. Further, the distance may be 5 to 14 times the sheet thickness. The sheet thickness may be in the range 0,45 to 2 millimeter, depending on the dimensions and the field of use. A favorable size of the corrugations for stanchions for partitioning walls of 0,45 millimeter sheet material is crest height 1,8 - 2,4 millimeter and distance 2,2 - 6,0 millimeter.
In the bottom of the stanchions 11 a double corrugation 18, 19 is arranged at each break 20, 21, with an interposed bottom 22. Figure 2A is showing a stanchion 11 arranged in a U-rail 23 placed on a carrying structure of a building, e.g. on a sill or directly on a floor. In the sides 24 of the U-rail, a row of depressions providing inward lugs 25 are facing the stanchion 11. The lugs 25 of the example are fins (Figure 3) with the axis crosswise to the longitudinal axis of the U-rail. The U-rail may have lugs only on one side as shown in Figure 2B. The distance between the lugs 25 may be in the range 20 - 100 millimeter, preferably 25 millimeter.
In Figure 3 the engagement between a lug 25 and a groove of the corrugation 17 is shown. With the materials of interest and the dimensions assumed by the invention, the engagement between the lug 25 and the corrugation 17 will be that firm, that a knock with a hand or a hammer on the stanchion 11 is needed for dislocation.
Two stanchions 11 according to the invention can be joined in a manner known per se, by overlapping in reversed position with the flange 16 externally.
Figure 4 is showing parts corresponding to Figure 2A, with the corrugation of the stanchions 27 as rows of lugs 28, and with a U-rail 20 with crossing fins 30. Figure 5 is showing examples on profiled stanchions, with U-, C-, Omega-, Z-, and Z-profile.
Claims
1. Building system with metal sheet stanchions (11), wherein at least one of the juxtaposed, parallel sides (13, 14) is having longitudinal corrugations (17) with tops and bottoms and with at least one end rail (23) with U-profile for receiving an end of the stanchions (11), with the juxtaposed sides engaging the sides of the end rail, characterized in that at least at on one side of the end rail (23) a longitudinal row of lugs (25) are arranged, being pressed out of the sheet material, and protruding into the corrugations of the stanchions.
2. Building system according to claim 1, characterized in that the lugs (25) of the end rail (23) are crosswise arranged fins.
3. Building system according to claim 1 or 2, characterized in that the corrugations (17) are having a rounded top
4. Building system according to claim 1, characterized in that the corrugations (17) are sinusoidal or trapezoidal.
5. Building system according to claim 3, characterized in that the corrugations (17) are provided by rows of lugs.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO20082946 | 2008-07-02 | ||
NO20082946 | 2008-07-02 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2010008296A1 true WO2010008296A1 (en) | 2010-01-21 |
Family
ID=41550536
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/NO2009/000241 WO2010008296A1 (en) | 2008-07-02 | 2009-06-30 | Wall frame system for buildings |
Country Status (1)
Country | Link |
---|---|
WO (1) | WO2010008296A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20200048901A1 (en) * | 2016-10-17 | 2020-02-13 | Burkhart Schurig | Drywall construction combination profiled section for walls and ceilings of a house and method for erecting a drywall construction wall |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5203132A (en) * | 1991-09-17 | 1993-04-20 | Smolik Robert A | Wall assembly |
US5222335A (en) * | 1992-06-26 | 1993-06-29 | Anthony Petrecca | Metal track system for metal studs |
FR2786513A1 (en) * | 1998-11-27 | 2000-06-02 | Knauf | Thin facing wall with improved acoustic properties has regularly distributed points with tips placed in same plan and not exceeding thirty percents of receiving surface |
US6092349A (en) * | 1995-03-22 | 2000-07-25 | Trenerry; John Allan | Elongate structural member |
US6374558B1 (en) * | 1999-04-16 | 2002-04-23 | Matt Surowiecki | Wall beam and stud |
-
2009
- 2009-06-30 WO PCT/NO2009/000241 patent/WO2010008296A1/en active Application Filing
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5203132A (en) * | 1991-09-17 | 1993-04-20 | Smolik Robert A | Wall assembly |
US5222335A (en) * | 1992-06-26 | 1993-06-29 | Anthony Petrecca | Metal track system for metal studs |
US6092349A (en) * | 1995-03-22 | 2000-07-25 | Trenerry; John Allan | Elongate structural member |
FR2786513A1 (en) * | 1998-11-27 | 2000-06-02 | Knauf | Thin facing wall with improved acoustic properties has regularly distributed points with tips placed in same plan and not exceeding thirty percents of receiving surface |
US6374558B1 (en) * | 1999-04-16 | 2002-04-23 | Matt Surowiecki | Wall beam and stud |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20200048901A1 (en) * | 2016-10-17 | 2020-02-13 | Burkhart Schurig | Drywall construction combination profiled section for walls and ceilings of a house and method for erecting a drywall construction wall |
US10865561B2 (en) * | 2016-10-17 | 2020-12-15 | Burkhart Schurig | Drywall construction combination profiled section for walls and ceilings of a house |
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