CN103930629A - An adjustable wall stud - Google Patents
An adjustable wall stud Download PDFInfo
- Publication number
- CN103930629A CN103930629A CN201280055571.4A CN201280055571A CN103930629A CN 103930629 A CN103930629 A CN 103930629A CN 201280055571 A CN201280055571 A CN 201280055571A CN 103930629 A CN103930629 A CN 103930629A
- Authority
- CN
- China
- Prior art keywords
- wall
- column
- column component
- wall stud
- ratchet
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 claims description 13
- 238000004904 shortening Methods 0.000 claims description 4
- 238000005192 partition Methods 0.000 description 6
- 238000005259 measurement Methods 0.000 description 4
- 230000001105 regulatory effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000001143 conditioned effect Effects 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/005—Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
-
- 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
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- 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
- E04B2/7459—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 telescoping posts to compensate for floor or ceiling irregularities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Finishing Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Fencing (AREA)
- Packaging Of Annular Or Rod-Shaped Articles, Wearing Apparel, Cassettes, Or The Like (AREA)
Abstract
The present invention relates to a wall stud including: opposed mounting surfaces for receiving wall panels; a web is disposed between the opposed mounting surfaces; first and second ends; the first end is provided on a first stud member and the second end is provided on a second stud member; the first and second stud members are movable with respect to one another to provide for adjustment of the effective length of the wall stud.
Description
Technical field
The present invention relates to wall stud and relate in particular to those wall studs for constructing inner partition wall.
Background technology
Current, for the popular approach of building the non-bearing walls such as partition wall for using steel post and track.First, horizontal top and base track are fixed in place in the desired position every coping and bottom.Vertically column is installed between top rail and base track with the interval of rule subsequently.
Obtain the column that length is greater than the height of wall to be constructed.Column must be subsequently by fixed length cutting.Measure the distance between top rail and base track, measurement is transferred to column and column is cut.According to the absolute altitude of floor and ceiling, this process can be recycled and reused for each column.If but these absolute altitudes are accurately, carry out one-shot measurement so and each column is cut to equal length.For the common methods that column is cut to fixed length for using tinsmith snips.The process of measurement and wall cutting column is very time consuming.
Still need improved parts and method for constructing wall.
Summary of the invention
In first aspect, the invention provides a kind of wall stud, this wall stud comprises: for receiving the multiple relative mounting surface of multiple shingle nails; A web is arranged between relative mounting surface; The first and second ends; This first end is provided on first column component and this second end is provided on second column component; This first column component and this second column component are relative to each other movably, to the adjusting of the effective length to wall stud is provided.
The second column component can be that in the first column component is slidably matched.
The end of the second column component can be arranged to have the effective external dimensions identical with the end of the first column component.
The end of the second column component can comprise multiple projections of the effective external dimensions that provides identical with the end of the first column component.
Wall stud may further include the fastening devices for the first and second column components being fixed on to appropriate location.
Fastening devices can comprise a ratchet and pawl arrangement, and this ratchet and pawl arrangement allows the elongation of column, but stops the shortening of column.
Ratchet can be provided with a trap form, and the web of the one in this trap and column component forms.
Ratchet and pawl arrangement can comprise a pair of ratchet.
A ratchet structure of a string form of slots providing in the web that adopts the one in column component can be provided in ratchet and pawl arrangement.
The two string slits that provide side by side can be provided ratchet structure.
In second aspect, the invention provides the method for a wall of a kind of structure, the method comprises the following steps: top and lower walls track are installed, and each wall track comprises a groove of the end for receiving wall stud; A series of wall studs are according to a first aspect of the invention provided; Regulate wall stud effective length so as to be engaged in upper track and lower tracks between; And wall stud is arranged in track.
In the third aspect, the invention provides the method for a wall of a kind of structure, the method comprises the following steps: multiple wall studs are removed from a wall of constructing according to a second aspect of the invention; And readjust the effective length of wall stud.
Brief description of the drawings
Now will only with reference to accompanying drawing, one embodiment of the present of invention be described by way of example, in these accompanying drawings:
Figure 1A is the elevation of a wall stud according to an embodiment of the invention;
Figure 1B is the right side view of the wall stud of Figure 1A;
Fig. 1 C is the rear elevation of the wall stud of Figure 1A;
Fig. 1 D is the left side view of the wall stud of Figure 1A;
Fig. 2 A is the left side view of the lower pole member of the wall stud of Figure 1A;
Fig. 2 B is the elevation of the lower pole member of Fig. 2 A;
Fig. 2 C is the right side view of the lower pole member of Fig. 2 A;
Fig. 2 D is the sectional view along the line A-A of Fig. 2 C;
Fig. 2 E is the phantom drawing of the lower pole member of Fig. 2 A;
Fig. 2 F is the zoomed-in view of the details B of Fig. 2 A;
Fig. 2 G is the end-view of observing from the lower end of the lower pole member of Fig. 2 A;
Fig. 3 A is the left side view of the top column component of the wall stud of Figure 1A;
Fig. 3 B is the elevation of the top column component of the wall stud of Fig. 3 A;
Fig. 3 C is the right side view of the lower pole member of Fig. 3 A;
Fig. 3 D is the sectional view along the line D-D of Fig. 3 C;
Fig. 3 E is the phantom drawing of the top column component of Fig. 3 A;
Fig. 3 F is the zoomed-in view of the details F of Fig. 3 A;
Fig. 3 G is the end-view of observing from the lower end of the top column component of Fig. 3 A;
Fig. 4 A is the sectional view along the line H-H of Fig. 4 B;
Fig. 4 B is the right side view of the wall stud of the Figure 1A shown in the configuration of extending completely;
Fig. 4 C is the rear elevation of the wall stud of Fig. 4 B;
Fig. 4 D is the left side view of the wall stud of Fig. 3 B; And
Fig. 4 E is the zoomed-in view of the details G of Fig. 4 A.
Detailed description of the invention
With reference to Figure 1A, to 1D, a wall stud 10 is illustrated, and this wall stud comprises first column component of the form that adopts lower pole member 20 and adopts second column component of the form of top column component 30.The bottom 22 of column 10 is provided on lower pole member 20.The top 32 of column 10 is provided on top column component 30.Column 10 comprises front mounting surface 12 and rear mounting surface 14, and these mounting surface are after the installation of column, by using suitable securing member with a kind of known way, panel to be adhered on the front surface of column 10 and rear surface and receives plaster board wall panel.The front surface of column and rear surface are equipped with multiple grooves of opening with a kind of known way tight spacing or ripple to improve the simplification of joint of screw fastener.
Web 15 extends between the front surface 12 of column 10 and rear surface 14.Provide clock mouth shape manhole 16 with certain interval along web 15, in the time being mounted, these manholes are used for a kind of known way pilot cable and pipeline and other conduits.
The first column component 20 and the second column component 30 are formed by the zinc-plated slab that roughly 0.7mm is thick.The second column component 30 is that in the first column component 20 is slidably matched.Column component 20,30 is relative to each other movably in the telescopic mode of one under the control of a ratchet and pawl mechanism, and this increases the effective length of column 10, but stops the shortening of the length of column 10, as described after a while.At Figure 1A, in D, the configuration that column 10 is retracted completely with it is illustrated.
With reference to figure 2A, to 2G, lower pole member 20 is illustrated separately and is comprised a ratchet structure of employing two string slit 24 forms.As best visible in details C, slit 24 forms by stamp out multiple traps 26 from the web 25 of lower pole member.Slit 24 is the multiple gaps that produce in the lower edge of trap 26.
With reference to figure 3A, to 3G, top column component 30 illustrated separately and comprised a pair of ratchet, and as best visible in details E, this forms by stamp out trap 36 from web 35 ratchet.Trap 36 is dimensioned to be installed in slit 24.
In order to assemble column 10, the upper end 32 of top column component 30 is inserted in the lower end 22 of lower pole member 20.Column 20 members in top slide upward in lower pole member 20 inside subsequently.This move make ratchet trap 36 be collapsed into necessity inwardly, these ratchet traps are formed and are had an intrinsic extent of elasticity by the steel entirety by web 35.When ratchet trap 36 with under to slit 24 on time, trap 36 flicks outwardly.In this position, column 10 be assembled and the position of retracting completely in it in, as at Figure 1A to as shown in 1D.
Ratchet trap 36 by with the shortening of effective length that stops column 10 that engages of slit 24.But, likely increase the effective length of column 10 upward by the top column component that slides with respect to lower pole member.During this moves, ratchet trap 36 moves up this string slit 24.Whenever trap 36 with higher a pair of slit 24 on time, ratchet trap 36 flicks to merge with slot joint outwardly and upper component is arranged on this At The Height.
Ratchet and pawl mechanism has bounce-back to a certain degree.That is to say, in the time that ratchet trap 36 is aimed at and flicked outwardly with a pair of slit 24, top column component 30 is pushed down a shorter distance subsequently to make rightly trap 36 engage (as shown in the best in Fig. 4 E) with slit 24.The amount of bounce-back is roughly corresponding to the vertical length of ratchet trap 36.
The solution of the regulating degree of the length of column 10 defines by the spacing of slit 24.The slit that tight spacing is opened more provides a more position for big figure, and in these positions, for a given adjusting total length, column component can be locked in together.
The total length regulating defines by the length of ratchet structure, and the length of this ratchet structure is the length of this string slit 24.A suitable regulating degree that is suitable for constructing office partitions will be for from about 2050mm to about 2750mm.
With reference to figure 4A, to 4E, the configuration that column 10 extends completely with it is illustrated, and wherein ratchet trap 36 engages slit 24 with going up most.As previously illustrated, ratchet and pawl mechanism does not allow vertical column effective length to be again shortened.But, make the length of column shorter if wished, this can be by top column component 30 is pulled out to lower pole member 20 completely so, and as the process for assembling column 10 of the describing lower end that again this top column component reinserted to lower pole realize.This is conditioned vertical column effective length again.
In order to use column 10 to construct a partition wall, upper and lower track is installed with a kind of usual manner.Track comprises the groove of the top and bottom for receiving wall stud.For a column 10 is arranged between track, column is upwards offered track and vertical column effective length is adjusted to the maximum length being engaged between top and lower tracks.The width of the groove in track is substantially equal to the distance between front surface 12 and the rear surface 14 of column 10.For column being installed in suitable position, it typically rotates a little about the axis of its length and its end is arranged in upper and lower track.Column 10 rotates to buckle in the appropriate location in groove about its length subsequently, and wherein front groove and rear groove are being pressed in the front surface of this column and rear surface.The structure of partition wall carries out with a kind of usual manner subsequently.
Refer again to Fig. 3 B and 3D, projection 37,38 is pushed out front surface and the rear surface of top column component.Provide these projections with the slight difference in size between compensation top column component and lower pole member, this difference in size be one be set demarcate big or small necessary to be installed to another one inside.Projection 37,38 means in the region of the front surface that engages with track in these projections and rear surface, and the external dimensions of the second end of column 10 is effectively identical with the external dimensions of the lower end of this column.
Because column 10 is adjustable in length, it can be reused or reconfigure after a while.
Although column is described under the situation of a partition wall of structure above, it can be for other facilities such as structure next doors.
The thickness of the wall being constructed is a function of the web width of column.The variation of column can by setting by different way, big or small web produces so that the wall of structure multi-thickness.
Can find out at least one during embodiments of the invention have the following advantages:
A wall can be constructed in the situation that not needing measurement and cutting column, has therefore saved time and trouble.
Column can be readjusted in length.This allows reconfiguring or reuse and therefore extending its useful application life of column, thereby has reduced waste.
What comprise at this does not admit as being public general knowledge to this information any reference of prior art, except as otherwise noted.
Finally, should be appreciated that, in the situation that not departing from the spirit or scope of the present invention, can carry out various changes or interpolation to previously described part.
Claims (12)
1. a wall stud, comprising:
For receiving the multiple relative mounting surface of multiple shingle nails;
A web is arranged between these relative mounting surface;
The first and second ends;
This first end is provided on first column component and this second end is provided on second column component;
This first column component and this second column component are relative to each other movably, to the adjusting of the effective length to this wall stud is provided.
2. wall stud according to claim 1, wherein this second column component is that in this first column component one is slidably matched.
3. wall stud according to claim 2, wherein the end of this second column component is arranged to have the effective external dimensions identical with the end of this first column component.
4. wall stud according to claim 3, wherein this end of this second column component comprises multiple projections, these projections provide the effective external dimensions identical with this end of this first column component.
5. according to the wall stud described in above any one claim, further comprise for this first column component and this second column component are fixed to fastening devices in place.
6. wall stud according to claim 5, wherein this fastening devices comprises a ratchet and pawl arrangement, this ratchet and pawl arrangement allows the elongation of this column but stops the shortening of this column.
7. wall stud according to claim 6, wherein this ratchet is to provide with the form of a trap, the web of the one in this trap and these column components forms.
8. according to the wall stud one of claim 6 or 7 Suo Shu, wherein this ratchet and pawl arrangement comprises a pair of ratchet.
9. according to the wall stud described in any one in claim 6 to 8, wherein a ratchet structure of a string form of slots providing in this web of the one being in these column components is provided in this ratchet and pawl arrangement.
10. wall stud according to claim 9, wherein the two string slits that provide are side by side provided this ratchet structure.
11. 1 kinds for constructing the method for a wall, and the method comprises the following steps:
Top wall track and lower walls track are installed, and each wall track comprises a groove of the end for receiving wall stud;
Provide according to a string wall stud described in any one in claim 1 to 10;
Regulate the effective length of these wall studs to be engaged between this upper track and this lower tracks; And
These wall studs are arranged in these tracks.
12. 1 kinds for constructing the method for a wall, and the method comprises the following steps:
Multiple wall studs are removed from a wall of constructing according to claim 11; And
Readjust the effective length of these wall studs.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2011903918 | 2011-09-23 | ||
| AU2011903918A AU2011903918A0 (en) | 2011-09-23 | Extendable steel stud | |
| PCT/AU2012/001120 WO2013040632A1 (en) | 2011-09-23 | 2012-09-19 | An adjustable wall stud |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103930629A true CN103930629A (en) | 2014-07-16 |
| CN103930629B CN103930629B (en) | 2018-02-23 |
Family
ID=47913662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201280055571.4A Expired - Fee Related CN103930629B (en) | 2011-09-23 | 2012-09-19 | Adjustable wall stud |
Country Status (9)
| Country | Link |
|---|---|
| US (2) | US20150204073A1 (en) |
| EP (1) | EP2758612A4 (en) |
| KR (1) | KR20140074955A (en) |
| CN (1) | CN103930629B (en) |
| AU (1) | AU2012313335B2 (en) |
| CA (1) | CA2849521A1 (en) |
| EA (1) | EA201490504A1 (en) |
| SG (1) | SG11201400556VA (en) |
| WO (1) | WO2013040632A1 (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3312032A (en) * | 1963-07-05 | 1967-04-04 | Ames Taping Tool Systems Mfg C | Metal stud and panel |
| CN1078762A (en) * | 1992-04-30 | 1993-11-24 | 肯登工业有限公司 | Screening assembly |
| US6519791B2 (en) * | 2001-07-03 | 2003-02-18 | Securus, Inc. | Stub-out bar |
| CN201011087Y (en) * | 2007-01-15 | 2008-01-23 | 王井源 | Hidden conical telescopic anchoring member |
| US20100293888A1 (en) * | 2009-05-19 | 2010-11-25 | William Andrews | Vertical deflection extension end member |
| CN102003039A (en) * | 2010-11-02 | 2011-04-06 | 上海惠亚铝合金制品有限公司 | Combined-type framework structure as well as applied warehouse plate and assembling structure of warehouse plate |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2350113A (en) * | 1942-11-10 | 1944-05-30 | Earl H Hurley | Portable support |
| US2658241A (en) * | 1950-07-10 | 1953-11-10 | Jr Dale B Houghton | Bridging |
| US3102306A (en) * | 1959-08-27 | 1963-09-03 | Herman O Mcpheeters | Method of manufacturing bracing |
| US3892378A (en) * | 1973-02-21 | 1975-07-01 | Byron D Lane | Hanger |
| US3914914A (en) * | 1974-05-03 | 1975-10-28 | American Building Components I | Structural device for joining spaced wooden members |
| US4717101A (en) * | 1986-02-10 | 1988-01-05 | Harrod Andrew S | Adjustable backing board bracket |
| CA2005294C (en) * | 1988-12-14 | 1994-11-15 | Raymond S. Laughlin | Box support |
| US5735100A (en) * | 1996-10-07 | 1998-04-07 | 527233 B.C. Ltd. | Folding telescopic prefabricated framing units for non-load-bearing walls |
| US20060283130A1 (en) * | 2005-06-07 | 2006-12-21 | William Andrews | Structural members with gripping features and joining arrangements therefor |
| US20070209306A1 (en) * | 2006-03-08 | 2007-09-13 | Trakloc International, Llc | Fire rated wall structure |
| DE202010015260U1 (en) * | 2010-11-10 | 2011-02-10 | Braun, Erwin | Length adjustable stand profile for lightweight walls |
-
2012
- 2012-09-19 KR KR1020147010286A patent/KR20140074955A/en not_active Application Discontinuation
- 2012-09-19 SG SG11201400556VA patent/SG11201400556VA/en unknown
- 2012-09-19 WO PCT/AU2012/001120 patent/WO2013040632A1/en active Application Filing
- 2012-09-19 AU AU2012313335A patent/AU2012313335B2/en active Active
- 2012-09-19 EA EA201490504A patent/EA201490504A1/en unknown
- 2012-09-19 CN CN201280055571.4A patent/CN103930629B/en not_active Expired - Fee Related
- 2012-09-19 US US14/344,948 patent/US20150204073A1/en not_active Abandoned
- 2012-09-19 EP EP12833627.8A patent/EP2758612A4/en not_active Withdrawn
- 2012-09-19 CA CA2849521A patent/CA2849521A1/en not_active Abandoned
-
2016
- 2016-05-04 US US15/146,304 patent/US20160258158A1/en not_active Abandoned
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3312032A (en) * | 1963-07-05 | 1967-04-04 | Ames Taping Tool Systems Mfg C | Metal stud and panel |
| CN1078762A (en) * | 1992-04-30 | 1993-11-24 | 肯登工业有限公司 | Screening assembly |
| US6519791B2 (en) * | 2001-07-03 | 2003-02-18 | Securus, Inc. | Stub-out bar |
| CN201011087Y (en) * | 2007-01-15 | 2008-01-23 | 王井源 | Hidden conical telescopic anchoring member |
| US20100293888A1 (en) * | 2009-05-19 | 2010-11-25 | William Andrews | Vertical deflection extension end member |
| CN102003039A (en) * | 2010-11-02 | 2011-04-06 | 上海惠亚铝合金制品有限公司 | Combined-type framework structure as well as applied warehouse plate and assembling structure of warehouse plate |
Also Published As
| Publication number | Publication date |
|---|---|
| NZ622168A (en) | 2015-02-27 |
| CA2849521A1 (en) | 2013-03-28 |
| AU2012313335A1 (en) | 2014-03-20 |
| US20160258158A1 (en) | 2016-09-08 |
| SG11201400556VA (en) | 2014-04-28 |
| EP2758612A1 (en) | 2014-07-30 |
| KR20140074955A (en) | 2014-06-18 |
| EA201490504A1 (en) | 2014-08-29 |
| AU2012313335B2 (en) | 2014-07-03 |
| US20150204073A1 (en) | 2015-07-23 |
| WO2013040632A1 (en) | 2013-03-28 |
| EP2758612A4 (en) | 2014-10-29 |
| CN103930629B (en) | 2018-02-23 |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180223 Termination date: 20180919 |
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| CF01 | Termination of patent right due to non-payment of annual fee |