This disclosure relates to the field of wall panels in light frame construction. More particularly, this disclosure relates to a structural frame that forms a wall panel opening for receiving a wall panel and a non-structural wall panel that may include a door or window opening and that is removably placed within the wall panel opening of the frame.
Often an architect or builder does not decide on the exact size or placement of openings in the structure (e.g., door or window openings) until well into the construction process. Also, the size or placement of a door or window might be changed from its original design during the construction process. According to traditional construction methods, changing the size or placement of a door or window after the wall has been installed is a time consuming and expensive process. Another common issue with prior light gauge metal construction methods is that placing wall panels into position can be a slow, time consuming and dangerous process. Often, several workers are needed for this process to hold the wall panel, position the wall panel correctly as it is being held, and then secure the wall panel. Another issue is that traditional structural members are not precisely dimensioned and the dimensions of the members, such as the width of the flanges of an I-beam, may vary from one member to the next. When used in the construction of walls, this lack of consistency may cause imperfect wall surfaces. For example, the wall surface may become visibly wavy due to the changes in dimensions in the structural members.
What is needed is a system and method that addresses the issues mentioned above.
The above and other needs are met by a panel system that is precisely dimensioned so that the resulting wall has very little deviation across its surface, including between different types of panels, such that surface imperfections are minimized. In another aspect, this invention provides a method for installing wall panels in the wall quickly and easily using a location and retention clip or catch clip mechanism that holds and correctly positions the wall panels. In another aspect, this invention provides a method for providing rough wall openings for later-installed door and window panels that are structurally sound. Each of these aspects is discussed in detail below.
Further advantages of the invention are apparent by reference to the detailed description when considered in conjunction with the figures, which are not to scale so as to more clearly show the details, wherein like reference numbers indicate like elements throughout the several views, and wherein:
With initial reference to
First, the system 100 includes a standard light gauge metal wall panel 102. This type of wall panel 102 includes a series of vertical metal studs 104 that are placed within and secured to an upper tray 106 and a lower tray 108. Often, these types of wall panels 102 do not include openings for doors or windows. For this reason, they are inexpensive compared to other types of wall panels and are simple and quick to manufacture. As such, these types of stud-only wall panels 102 are used as much as possible in framing a typical building.
Next, when a door or window is required, a panel 124 having openings for the door or window is used. A side-by-side comparison of the panel 124 against a traditional door or window panel 110 is provided in
However, in the present wall system 100, traditional door or wall panels 110 may be replaced by the panel-in-panel wall section 120, which is also shown in
The outer U-shaped frame 122 of the Type I panel 120 includes two structural vertical columns 126 and a structural horizontal header 128 mounted between the columns. As shown in
As shown in
As illustrated in
The catch clip 144 is provided in two separable parts. It includes a continuous first clip member 146 having an M-shaped profile that is formed out of a sheet material with a plurality of bends. The first clip member 146 is mounted in the web area 136 of the vertical framing members 126 between the inner flange 130 and the outer flange 132. This portion of the catch clip may be pre-installed before the columns are taken to the building location or panel assembly area in order to save time during construction. Far left and right contact surfaces 148 of the first clip member 146 contact inside surfaces 150, 152 of the inner and outer flanges 130, 132, which prevents the catch clip from moving left or right. A rear contact surface 154 contacts the web 134 of the structural member 126 and determines the positioning of the first clip member 146 with respect to the web and the open face 138 of the structural member. A middle contact surface 156 is located between the left and right contact edges 148. Sloping side surfaces 158 connect each of the left and right contact edges 148 to the middle contact surface 156. The sloping side surfaces 158 cause the middle contact surface 156 to be spaced apart from and to extend parallel with the web 134 of the structural frame member 126. Preferably, the rear contact surfaces 154 are positioned such that the middle contact surface 156 of the first clip member 146 is flush with the ends of the outer flanges 130, 132, as shown by dashed lines in
The catch clip 144 also includes a continuous second clip member 160 having a Z-shaped profile that is formed out of a sheet material with a plurality of bends. The second clip member 160 includes a connection end 162 mounted to one of the sloping side surfaces 158 of the first clip member 146. The second clip member 160 also includes a middle contact surface 164 that is flexibly mounted to the connection end 162. Lastly, the second clip member 160 includes a wall panel support end 166 that extends substantially perpendicularly away from the middle contact surface 164 in a direction opposite from the connection end 162. Thus, the wall panel support end 166 extends outwards away from the vertical column 126 when the second clip member 160 is mounted to the first clip member 146. The second clip member 160 may be mounted to the first clip member 146 at the construction site in order to avoid damaging the second clip member during transit. In particular, a connector 168 is inserted through the connection end 162 of the second clip member 160 and through the sloping side surface 158 of the first clip member 146 in order to connect the two together.
As shown in
As shown in
An advantage of the present design is that the structural frame 122 may be installed well before the window or door wall panel 124 is designed, built or constructed. This allows construction to take place much more quickly and for the framing to begin much earlier than is currently possible. Once the size and placement of the door or window is finalized, the wall panel with the door or window is built and installed. Another advantage of the current design is that the wall panels 124 may be easily removed and replaced without impacting the structural integrity of the overall structure. In some cases, a door or window may have been located in the wrong location and it must be corrected. The old, incorrect panel may be easily removed and replaced with the correct panel. Alternatively, in certain embodiments, the window or door panel may be modified in the field and then re-installed with the door or window located in a new location.
In other embodiments, such as that shown in
Referring back to
The wall panels discussed above are comprised of a plurality of vertical metal studs mounted between upper and lower horizontal trays. It includes an inner wall surface located proximate the inward facing surface of the wall and an outer wall surface located proximate the outward facing surface of the wall. As discussed below, to avoid having imperfect (wavy) walls, it is important to align the inner wall surface with the inside of the structural frame and the outer wall surface with the outside of the structural frame. This has typically been a difficult task to accomplish but the catch clip simplifies this task, as discussed below.
These frame members 126, 128 are precisely dimensioned in order to avoid the imperfections discussed above. While standard structural members are often dimensionally accurate to ±⅛, the present system demands a higher level of dimensional accuracy. In some embodiments, the structural members 126, 128 are accurate to within ±⅛ of an inch. In other embodiments, the dimensions are accurate to within ± 1/16 of an inch. Additionally, structural members can tolerate approximately ⅛ of an inch of curvature or twist in any 10-foot section. This degree of accuracy is attained due to the construction methods used. A suitable frame 122 may be constructed using a variety of methods. For example, cold-formed steel sheets may be cut very precisely to the required dimensions and then welded together to form the columns 126 and header portions 128 of the frame 122. In other embodiments, a suitable frame 122 may be formed using hot rolled steel that is precisely formed to meet the required tolerances.
The foregoing description of preferred embodiments for this disclosure has been presented for purposes of illustration and description. It is not intended to be exhaustive or to limit the disclosure to the precise form disclosed. Obvious modifications or variations are possible in light of the above teachings. The embodiments are chosen and described in an effort to provide the best illustrations of the principles of the disclosure and its practical application, and to thereby enable one of ordinary skill in the art to utilize the disclosure in various embodiments and with various modifications as are suited to the particular use contemplated. All such modifications and variations are within the scope of the disclosure as determined by the appended claims when interpreted in accordance with the breadth to which they are fairly, legally, and equitably entitled.
This application claims the benefit of U.S. Provisional Application No. 62/331,474, entitled Panel-in-Panel Wall System, filed May 4, 2016, which is hereby incorporated by reference in its entirety.
Number | Name | Date | Kind |
---|---|---|---|
3232018 | MacKean | Feb 1966 | A |
3436886 | Nowak et al. | Apr 1969 | A |
3511005 | MacMaster | May 1970 | A |
3732660 | Byssing | May 1973 | A |
3759001 | Judkins | Sep 1973 | A |
3885367 | Thunberg | May 1975 | A |
4149353 | Adams | Apr 1979 | A |
4854096 | Smolik | Aug 1989 | A |
5408796 | Hashimoto | Apr 1995 | A |
5412919 | Pellock et al. | May 1995 | A |
5689922 | Daudet | Nov 1997 | A |
5782047 | De Quesada | Jul 1998 | A |
6148583 | Hardy | Nov 2000 | A |
6298617 | de Quesada | Oct 2001 | B1 |
6318044 | Campbell | Nov 2001 | B1 |
6374551 | Boilen et al. | Apr 2002 | B1 |
6418682 | Rice | Jul 2002 | B1 |
6647691 | Becker | Nov 2003 | B2 |
6679021 | Maimon et al. | Jan 2004 | B2 |
7694483 | Tucker | Apr 2010 | B1 |
7891155 | Surowiecki | Feb 2011 | B2 |
8074416 | Andrews | Dec 2011 | B2 |
8109056 | Hashimoto et al. | Feb 2012 | B2 |
8112956 | Hashimoto et al. | Feb 2012 | B2 |
8322102 | Krieger | Dec 2012 | B2 |
8615942 | Lafreniere | Dec 2013 | B2 |
8733044 | Dollerup | May 2014 | B2 |
8997424 | Miller | Apr 2015 | B1 |
9157572 | Merideth | Oct 2015 | B1 |
9238933 | Avissato | Jan 2016 | B1 |
9477142 | Baumgartner | Oct 2016 | B1 |
20020108325 | Hulls et al. | Aug 2002 | A1 |
20040035074 | Stanescu | Feb 2004 | A1 |
20040261349 | Hasimoto et al. | Dec 2004 | A1 |
20060272254 | Hoffmann | Dec 2006 | A1 |
20080040997 | Klein | Feb 2008 | A1 |
20080196332 | Surowiecki | Aug 2008 | A1 |
20090007507 | Zhai | Jan 2009 | A1 |
20090249741 | Cancian | Oct 2009 | A1 |
20090272051 | Sipe | Nov 2009 | A1 |
20100083606 | Davis et al. | Apr 2010 | A1 |
20100236185 | Hashimoto et al. | Sep 2010 | A1 |
20120246939 | Odom | Oct 2012 | A1 |
20130276394 | Winfield | Oct 2013 | A1 |
20140245674 | Harrison et al. | Sep 2014 | A1 |
20150204068 | Miller | Jul 2015 | A1 |
20150322668 | Quinn et al. | Nov 2015 | A1 |
20160032587 | Michaud et al. | Feb 2016 | A1 |
20170065902 | Maxam | Mar 2017 | A1 |
20170342736 | Roshinsky | Nov 2017 | A1 |
Number | Date | Country |
---|---|---|
0872618 | Oct 1998 | EP |
2011144941 | Nov 2011 | WO |
Entry |
---|
C-SF13 Strong Frame Solutions, Simpson Strong-Tie, www.strongtie.com, Accessed Mar. 8, 2016. |
Design Engineering and Exterior Light-Gauge Steel Framing Basics, Ron Black & Associates, Inc., 2009, www.clarkdietrich.com, Accessed Mar. 2, 2016. |
HTH-CV_10, hftps://buildingdata.energy.gov, Accessed Mar. 4, 2016. |
Hydraulic Installation Guide, Schweiss, https://www.bifold.com/hydraulic-installation-warranty.php, Accessed Mar. 2, 2016. |
Kelly Klosure Systems Technical Guide, Kelly Klosure, www.kellyklosure.com, Accessed Mar. 4, 2016. |
Hardy Frame Moment Frame, Hardy Frame Shear Wall System, http://www.hardyframe.com/HF/momenfframe/momentframe.html, Accessed Mar. 4, 2016. |
Paco Steel and Engineering General Catalog, 2008. |
StiffWall—Shear Wall System, TSN Product, http://www.steelnetwork.com/Products/StiffWall, Accessed Mar. 2, 2016. |
Wind Bracing Publication, Fairfax County, Virginia, Mar. 29, 2012. |
ClarkDietrich RedHeader RO Rough Opening System video, published Jan. 30, 2012, https://youtu.be/jgKxOQauzw. |
Number | Date | Country | |
---|---|---|---|
62331474 | May 2016 | US |