This invention relates to the building and transportation of modular homes and more particularly to hinge connectors for the breakdown and transportation of trusses.
A hinge connector is a component that attaches to a truss used to build a modular home. The purpose of the hinge connector is to connect a solid sawn top chord to an engineered wood truss bottom chord. Hinge connectors are primarily used within the manufactured housing industry. They are used to transport a house module or modular home in the easiest and most efficient way possible.
In the transportation and shipping of trusses, a truss must be within the legal height and width limits in order to be transported via a road, interstate, or highway. A truss is typically manufactured at a plant, then shipped or transported to the location where it will be installed. Since a truss is too large to transport down the highway, it must be broken down for transport.
The major problem with current hinge connectors used is that the cords of the truss have to be broken down for transport. Typically, a cord is split down the middle in order to break the truss down to prepare it for transport. Additionally, current hinge connectors simply provide a hinge. They do not provide any additional support for the truss.
Prior attempts have been made to connect trusses using a hinge connector. U.S. Pat. No. 6,401,422 describes a connector for interconnection of disconnected truss members. The connector comprises an elongated sheet metal plate including a first plate portion and a second plate portion. The first plate portion has nailing teeth adapted to be driven into a truss member for permanently attaching the first plate portion to one member. The second plate portion has nail holes formed in it for receiving nails to permanently attach the second plate portion to another of the truss members. The second truss plate portion is substantially free of nailing teeth at the peripheries of the nail holes, but has at least one nailing tooth for temporary connection of the second plate portion to the truss during transport. The truss can be collapsed and transported to the building site with the truss members disconnected. The truss can then be erected and the truss members connected by positioning the second plate over a face ofthe other truss member and securing the second plate to the other truss member by driving nails through the holes.
U.S. Pat. No. 11,131,088 describes a hinged connector used to attach two generally coplanar first and second structural members while allowing for pivotal movement of the structural members in the plane of the structural members about an axis that is transverse or perpendicular to the plane in which the structural members rotate.
US Application No. 2021/0310237 describes a structural support apparatus, system, and installation method, comprising a base member adapted for being mounted to an existing building structure, an attachment bracket mounted to the base member at a pivot point adapted to be set securely to an angle selected during installation, the attachment bracket also adapted for mounting to a wood riser having openings therein to match the attachment bracket.
Despite the foregoing developments, there is still a need for systems and methods to easily collapse a truss without having to break the cords of the truss.
All references cited herein are incorporated herein by reference in their entireties.
Accordingly, a first aspect of the invention is a connector for attaching building framing components together comprising a first member having opposite plate members each of which comprises a top portion pivotally connected to a bottom portion, and a second member having a base member with attachment members, wherein the second member is attached at an angle of 14 degrees to 50 degrees to the first member and the first member and the second member include holes configured to receive fasteners for fastening the connector to the building framing components.
In certain embodiments, the top portion and the bottom portion of the opposite plate members are brackets.
In certain embodiments, the top portion of the opposite plate members is pivotally connected to the bottom portion by a hinge.
In certain embodiments, the bottom portion of the opposite plate members connects to the second member to form a U-shape.
In certain embodiments, the attachment members are opposite plate members perpendicularly connected to each side of the base member so as to form two separate upside down U-shapes on opposite ends of the base member.
A second aspect of the invention is a method for providing a framing component for building construction, the method including the steps of providing the connector, connecting a top chord to the top portion of the connector, and connecting a bottom chord of a wooden joist to the bottom portion of the connector, wherein the connector connects the top chord and the bottom chord in such a way to allow for the top chord and bottom chord to stay intact.
In certain embodiments, the top portion and the bottom portion of the opposite plate members are brackets.
In certain embodiments, the top portion of the opposite plate members is pivotally connected to the bottom portion by a hinge.
In certain embodiments, the bottom portion of the opposite plate members connects to the second member to form a U-shape.
In certain embodiments, the attachment members are opposite plate members perpendicularly connected to each side of the base member so as to form two separate upside down U-shapes on opposite ends of the base member.
In certain embodiments, the method further comprises the step of transporting the framing component from a manufacturing site to a building construction site with the top chord and the bottom intact.
The invention will be described in conjunction with the following drawings in which like reference numerals designate like elements and wherein:
A truss for a modular home must be broken down or collapsed in order to transport the house module or modular home within the legal limits of the roadways. The hinged heel connector connects a top chord rafter and the bottom chord of a wooden joist all while allowing the rafter to hinge at the location of the hinge connector.
The benefit of this invention is that the chords of the truss do not have to break like they would on a typical heel connector. Instead of splitting at the middle of the chord to break down the truss to transport, the inventive connector breaks down at the crux of the joist, leaving the top chord and bottom chord intact. In addition to this benefit, the inventive connector connects the top and bottom chord before shipment. Conventional connectors are generally connected to the top and bottom chord offsite (e.g., at a manufacturing site) and must be attached at the building site.
A first aspect of the invention includes a connector 10 for attaching components together comprising a first member 12 having opposite plate members 14 with a top portion 16 and a bottom portion 18 wherein the top portion 16 is pivotally connected to the bottom portion 18 and a second member 20 having a base member 22 with attachment members 24, wherein the second member 20 is attached at an angle of 14 degrees to 50 degrees to the first member 12, as shown in
The angle at which the second member 20 is attached to the first member 12 is within a range of 14 degrees to 50 degrees, or more preferably from 20 degrees to 40 degrees.
The first member 12 attaches to the top chord rafter 26 of a truss. The top chord rafter 26 is secured between the opposite plate members 14, as shown in
In certain embodiments, the top portion 16 and the bottom portion 18 of the opposite plate members 14 are brackets 28. These brackets 28 are preferably identical opposing metal-plated brackets. The brackets are preferably made from materials such as steel with a zinc galvanized coating, but can be made from other suitable materials.
In certain embodiments, the top portion 16 of the opposite plate members 14 is pivotally connected to the bottom portion 18 by a hinge 30. The hinge 30 is preferably a circular hinge but can be other suitable alternative hinges. The hinges 30 on the brackets 28 allow the top chord rafter 26 to neatly fold down while still being secured to the bottom chord 36 of the wooden joist 32.
In certain embodiments, the bottom portion 18 of the opposite plate members 14 connects to the second member 20 to form a U-shape, as shown in
In certain embodiments, the attachment members 24 on the second member 20 are opposite plate members 14 perpendicularly connected to each side of the base member 22 such to form upside down U-shapes on each side of the base member 22, as shown in
The connector 10 is manufactured by using a die-punch or other tools producing the same or similar result. A workpiece from which an embodiment of the connector 10 can be manufactured is shown in
The connector 10 also serves the additional purpose of providing extra support at the crux of the joist 34 because of the way the connector 10 saddles the bottom chord 36 of the wooden joist 32.
A second aspect of the invention includes a method of providing a framing component for building construction which includes the steps of providing the connector 10, connecting a top chord rafter 26 to the top portion 16 of the connector 10, and connecting a bottom chord 36 of a wooden joist 32 to the bottom portion 18 of the connector 10. The connector 10 connects the top chord rafter 26 and the bottom chord 36 in such a way to allow for the top chord rafter 26 and the bottom chord 36 to stay intact, in particular during transport.
In certain embodiments, the method includes the step of transporting the framing component from a manufacturing site to a building construction site with the top chord and the bottom intact. This method of transportation prevents the chords of the truss from breaking as typically seen with known hinged connectors in the art.
Number | Name | Date | Kind |
---|---|---|---|
506006 | Kreider | Oct 1893 | A |
1551716 | Van Der Kloet et al. | Sep 1925 | A |
1787167 | Purdy | Dec 1930 | A |
3337946 | Anderson et al. | Aug 1967 | A |
3535845 | Troutner | Oct 1970 | A |
3605355 | Solesbee | Sep 1971 | A |
3646725 | Troutner | Mar 1972 | A |
3785108 | Satchell et al. | Jan 1974 | A |
4167090 | Sanford | Sep 1979 | A |
4261155 | Gilb | Apr 1981 | A |
RE31234 | Jureit et al. | May 1983 | E |
4381635 | Solo | May 1983 | A |
4513474 | Watabe | Apr 1985 | A |
4744192 | Commins | May 1988 | A |
4831807 | Bolt | May 1989 | A |
4872297 | Hetzel et al. | Oct 1989 | A |
5094059 | Ganescu | Mar 1992 | A |
5119966 | McKim et al. | Jun 1992 | A |
5230198 | Callies | Jul 1993 | A |
5307603 | Chiodo | May 1994 | A |
5426822 | Weir | Jun 1995 | A |
D364794 | Eberschlag | Dec 1995 | S |
5553961 | Olden | Sep 1996 | A |
5660012 | Knudson | Aug 1997 | A |
5720571 | Frobosilo et al. | Feb 1998 | A |
5722210 | Baker et al. | Mar 1998 | A |
5788204 | Goodwin | Aug 1998 | A |
5819492 | Konicek | Oct 1998 | A |
5839848 | Sahramaa | Nov 1998 | A |
5857295 | Mikawa | Jan 1999 | A |
5890339 | Willis | Apr 1999 | A |
6401422 | Olden | Jun 2002 | B1 |
6430887 | Daudet | Aug 2002 | B1 |
6662517 | Thompson | Dec 2003 | B1 |
7131243 | Sirowatka | Nov 2006 | B1 |
7200972 | Freeman et al. | Apr 2007 | B1 |
7707785 | Lin | May 2010 | B2 |
7716877 | Gilstrap et al. | May 2010 | B2 |
7798461 | Hackney | Sep 2010 | B2 |
7891144 | Gilstrap | Feb 2011 | B2 |
8056932 | Wents | Nov 2011 | B2 |
8245479 | Gannon et al. | Aug 2012 | B2 |
8453403 | Wheeler | Jun 2013 | B2 |
8555580 | Vilasineekul | Oct 2013 | B2 |
9045895 | Lin | Jun 2015 | B1 |
9175472 | Calini | Nov 2015 | B1 |
9347231 | Cormier | May 2016 | B2 |
10202766 | Fox | Feb 2019 | B1 |
10465389 | Hughes | Nov 2019 | B2 |
10626601 | Gosling | Apr 2020 | B2 |
11041303 | Marlow | Jun 2021 | B2 |
11118727 | McKechnie | Sep 2021 | B2 |
11131088 | Benton et al. | Sep 2021 | B2 |
11149431 | Meznarich | Oct 2021 | B1 |
20030154685 | Williams | Aug 2003 | A1 |
20040103597 | Ellenberger | Jun 2004 | A1 |
20060185311 | Attalla et al. | Aug 2006 | A1 |
20070292204 | Hackney | Dec 2007 | A1 |
20080277551 | Hackney | Nov 2008 | A1 |
20130062491 | Cormier | Mar 2013 | A1 |
20140212203 | Kochanawski | Jul 2014 | A1 |
20180334801 | Brean | Nov 2018 | A1 |
20190003178 | Gosling | Jan 2019 | A1 |
20190093366 | Hughes | Mar 2019 | A1 |
20190234064 | Benton | Aug 2019 | A1 |
20190285224 | McKechnie | Sep 2019 | A1 |
20200224688 | Evans | Jul 2020 | A1 |
20200291643 | Marlow | Sep 2020 | A1 |
20210310237 | Marlow | Oct 2021 | A1 |
Number | Date | Country |
---|---|---|
10 2006 038 054 | Feb 2008 | DE |
0 357 273 | Mar 1990 | EP |
2 378 018 | Oct 2011 | EP |
2 981 865 | May 2013 | FR |
539356 | Sep 1941 | GB |
1 362 019 | Jul 1974 | GB |
Entry |
---|
European Patent Office, The International Search Report and The Written Opinion of the International Searching Authority, or the Declaration: PCT/US2023/013962, dated Jun. 23, 2023, 10 pages, International Searching Authority, European Patent Office, Netherlands. |
Simpson Strong-Tie Company Inc., Connectors for Wood Construction, Jan. 1, 1992, cover page, p. 33, back page, Catalog C-92H-1, Simpson Strong-Tie Company, Inc., Pleasanton, CA, United States. |
Simpson Strong-Tie Company Inc., Wood Construction Connectors 2009-2010, Jan. 1, 2009, cover page, p. 147, back page, Catalog C-2009, Simpson Strong-Tie Company, Inc., Pleasanton, CA, United States. |
Simpson Strong-Tie Company Inc., Wood Construction Connectors 2017-2018, Jan. 1, 2017, cover page, p. 142, back page, Catalog C-C-2017, Simpson Strong-Tie Company, Inc., Pleasanton, CA, United States. |
Number | Date | Country | |
---|---|---|---|
20230272613 A1 | Aug 2023 | US |