U.S. patent number 3,591,997 [Application Number 04/834,706] was granted by the patent office on 1971-07-13 for antiracking support brace for a building wall.
Invention is credited to Jack C. Tennison, James D. Tennison, Jr..
United States Patent |
3,591,997 |
Tennison, Jr. , et
al. |
July 13, 1971 |
ANTIRACKING SUPPORT BRACE FOR A BUILDING WALL
Abstract
Apparatus applicable to the frame of a building and adapted to
brace such frame and thereby stabilize and strength such frame to
prevent racking while permitting either exterior or interior siding
to be applied. The apparatus includes a sheet metal channel member
having multiple openings arranged in a pattern which will insure
that several of such openings are in alignment with each portion of
the frame that the brace crosses to permit multiple fasteners to
connect the brace to each upright frame member as well as to the
upper and lower plates of the frame.
Inventors: |
Tennison, Jr.; James D.
(Memphis, TN), Tennison; Jack C. (West Memphis, AR) |
Family
ID: |
25267588 |
Appl.
No.: |
04/834,706 |
Filed: |
June 19, 1969 |
Current U.S.
Class: |
52/718.02;
52/669 |
Current CPC
Class: |
E04B
2/706 (20130101); E04B 2001/2696 (20130101) |
Current International
Class: |
E04B
2/70 (20060101); E04b 002/70 (); E04c
003/292 () |
Field of
Search: |
;52/657,633,735,669
;287/92.2W,92.2B |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Sutherland; Henry C.
Claims
We claim:
1. In a building wall having upper and lower plates connected by
corner posts and having a plurality of substantially equally spaced
generally upright studs between said posts, at least certain of
said corner posts and studs having a pair of spaced saw kerfs
aligned with saw kerfs of adjacent posts and studs, and at an angle
to said upper and lower plates, an antiracking support brace
connected to at least three of said posts and studs, said brace
including an elongated generally U-shaped member having a
relatively wide web portion with a relatively narrow flange
extending entirely along each side thereof, each of said flanges
being of a width less than half the width of said web portion and
seated within said saw kerfs, each of said flanges having a
plurality of spaced instruck generally triangular teeth, each of
said teeth having a penetrating point located out of the plane of
the flange and engaging the wood adjacent to said saw kerf and
resisting outward movement of the brace, said elongated member
being constructed of approximately 20-gauge sheet metal having high
tensile strength, said web portion having a multiplicity of spaced
openings arranged in longitudinal rows and transverse columns, said
openings being spaced apart a short distance whereby at least three
openings are in alignment with each of the posts and studs which
the brace crosses, fastening means having a shank portion and a
head portion securing said brace to said posts and studs, each of
the openings of said web portion being initially of a diameter
slightly less than the diameter of the shank portion of the
fastening means, the walls defining the openings being deformed by
and gripping the fastening means and the head portion preventing
the fastening.
Description
BACKGROUND OF THE INVENTION
1. Field of the Invention
This invention relates generally to building construction of
various kinds and relates particularly to a brace for adding
strength to a frame structure to prevent racking thereof without
interfering with the application of siding to such frame.
2. Description of the Prior Art
Heretofore many efforts have been made to provide an angular brace
for a wall frame which would prevent racking or lateral movement
between the upper and lower plates. Previously this has been
accomplished by nailing a board or other structural member across
the wall frame at an angle so that the board overlay several
upright studs to which the board also was nailed. The board
remained on the frame until sheathing or siding could be applied to
portions of the frame not covered by the board and thereafter the
board was removed so that the sheathing could be applied over the
remaining portions of the frame. With the advent of sharply
increased prices for lumber, as well as the demand exceeding the
supply, sheathing has been substantially eliminated and replaced by
a relatively soft insulating panel or sheet which has not had the
inherent strength to prevent racking of the wall. In order to
prevent racking some efforts have been made to attach structural
members such as angle irons or the like to the framing of the wall.
However, structural members which were strong enough to serve the
purpose for which they were intended have been too thick and large
and have interfered with the application of the insulating sheet as
well as the siding. Also the fasteners by which the structural
members were connected to the frame have had a tendency to work
loose and back out of the wooden framing so that not only was the
brace ineffective, but the head of the fastener tended to displace
the siding on the building.
SUMMARY OF THE INVENTION
The present invention is a channel-shaped brace constructed of
relatively thin metal having a high strength and with a relatively
wide central web portion terminating in a relatively short flange
portion at each side. The flange portions are received within
relatively shallow saw kerfs so that the central web portion is
flush against the upper and lower plates and the upright studs
which the brace crosses. The brace includes a multiplicity of
openings of a predetermined size and arranged in a pattern such
that several openings will be in alignment with each of the side
edges of a stud so that the brace can be connected to each of the
studs and to the upper and lower plates by multiple fasteners. The
openings are of a size slightly smaller than the diameter of the
shank of a fastener such as a nail so that when the fastener is
driven through the opening into the underlying wood, the edges of
the opening will be curled downwardly and will frictionally engage
the shank of the nail to help prevent retraction of the nail from
the wood. Also if desired each of the flanges at opposite sides of
the brace may have instruck generally triangular shaped teeth
adapted to bite into the wood of the stud and prevent withdrawal of
the flanges from the saw kerfs.
BRIEF DESCRIPTION OF THE DRAWING
FIG. 1 is a perspective illustrating one application of the device
in use as a corner brace.
FIG. 2 is an enlarged fragmentary plan view of one end of the brace
connecting the top plate with multiple studs.
FIG. 3 is an enlarged vertical section on the line 3-3 of FIG.
2.
FIG. 4 is an enlarged fragmentary perspective of the brace per
se.
FIG. 5 is an enlarged fragmentary perspective of a modified form of
the brace.
FIG. 6 is an enlarged fragmentary detailed section of one of the
openings in the brace prior to the insertion of a fastener.
FIG. 7 is a section similar to FIG. 6 after the fastener has been
partially driven.
FIG. 8 is an enlarged fragmentary detailed section of the
modification shown in FIG. 5.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
With continued reference to the drawing, a building 10 has wall
framing structural elements including upper and lower plates 11 and
12, respectively, connected at opposite ends by corner posts 13 and
connected intermediate the corner posts by a plurality of upright
studs 14. Normally, an insulation sheet or panel 15 of relatively
soft absorbent material is mounted on the exterior of the wall
framing elements and a wall board or plaster wall (not shown) is
mounted on the interior of the same. An exterior siding (not shown)
usually is applied over the insulation sheet 15 to provide a
finished appearance as well as to protect the same.
In order to prevent lateral moving or racking of the wall frame, a
brace 18 is provided having a central web portion 19 with a flange
20 along each side forming a U-shaped channel member. Preferably,
the brace 18 is constructed of relatively thin rust-resistant sheet
metal such as 20-gauge sheet steel which may be hardened if desired
for increased strength. The web portion 19 is relatively wide,
while the flange portions 20 are relatively narrow, being of a
width substantially less than half the width of the web portion 19.
.The web portion has a multiplicity of openings 21 arranged in
longitudinal rows indicated by the line 22 and transverse columns
indicated by the line 23. The openings 21 may be at any desired
spacing, however, a spacing of 1 inch center to center along the
longitudinal row 22 and 3/4 -inch center to center along the
transverse column 23 has been found satisfactory. It is noted that
if desired alternate rows and columns of openings could be
staggered to provide a slightly different pattern of openings, as
illustrated in FIG. 5.
As illustrated in FIGS. 6 and 7, each of the openings 21 is of a
diameter A which is slightly smaller than the diameter B of the
shank portion 24 of a nail of other fastener 25 having an enlarged
head 26. As an example, an 8d common nail has been found
satisfactory, however, any size nail or other fastener could be
used as long as the openings 21 are smaller than the shank of the
fastener.
As illustrated in FIG. 3, a pair of spaced generally parallel saw
kerfs or cuts 27 are provided in each of the structural members of
the wall framing. Each of the cuts 27 is slightly deeper than the
width of the flange portions 20 of the brace and in a position to
accommodate such flanges so that the inner surface of the web
portion 19 is in engagement with each of the upper and lower plates
11 and 12, corner posts 13 and studs 14.
It has been found through extensive tests that at least three
fasteners 25 should be driven into each of the upper and lower
plates as well as in each of the studs 14 which the brace crosses.
Due to the angle of the brace relative to the upright studs and the
particular arrangement of the openings 21, at least three of such
openings will be in alignment with the edge of each 2 .times.4 stud
which, in reality, are approximately 1 13/16 inches wide.
With reference to FIGS. 5 and 8, a modified form of the invention
is disclosed in which each of the flanges 20 has a plurality of
inwardly struck generally triangular fingers or teeth 28 with one
of such teeth being substantially in alignment with each of the
transverse columns 23. Due to the triangular shape of each tooth, a
penetrating point 29 is provided at the closest point of the tooth
to the web portion 19 of the brace. When the flanges 20 are
inserted within the saw kerfs 27, at least one of the teeth will be
disposed within the saw kerf in such a position that the
penetrating point 29 will engage the material of the stud and
retain the brace within the saw kerf.
The brace 18 can be provided in any desired length, although
lengths of 91/3 feet, 10 feet, and 111/3 feet have been found
satisfactory for use where conventional 8-foot walls are used. The
91/3 -foot brace is used where unobstructed wall space is limited
and this length will cross a minimum of three wall studs set at a
conventional spacing of 16 inches center to center. The 111/3 -foot
brace is used where a true 45.degree. angle is possible and this
brace will afford maximum strength. The 10-foot brace has proved to
be the most popular length since it crosses a minimum of four wall
studs at an angle sufficient to support the wall and to prevent
substantially all racking motion thereof. It is noted that any of
the braces could be cut to a desired length to fit substantially
any existing conditions of the wall framing. Preferably, the
opposite ends of the brace 18 are cut at an angle of approximately
45.degree. from the centerline to the sides so that the brace can
be used as either a right-hand brace of as a left-hand brace.
In the operation of the device, either the brace 18 of a desired
length or a template corresponding to such brace is placed against
a section of the wall framing and spaced marks are made on each of
the upper and lower plates 11 and 12, the studs 14 as well as
corner posts 13, if the brace is to serve as a corner brace.
Thereafter the brace of template is removed and a saw which is set
to a predetermined depth of cut is used to provide spaced slots or
kerfs in each of the elements. The brace 18 then is positioned so
that the flanges 20 are located within the saw kerfs 27 so that the
web portion 19 of the brace is in contact with each of the elements
which the brace crosses. Preferably at least three nails 25 are
driven through openings 21 into each of the elements. Since the
openings 21 are slightly smaller in diameter than the shank of the
nail, the material of the brace surrounding the opening will be
bent downwardly and slightly embedded within the wood. The material
surrounding the opening will remain in frictional engagement with
the nail 25 to resist any outward movement of the nail.
In the modification disclosed in FIGS. 5 and 8, the insertion of
the flanges 20 into the saw kerfs 27 causes the penetrating points
29 of the fingers 28 to slide over the wood at the side of the
kerf; however, any outward movement of the brace 18 will cause the
penetrating points to become embedded within the wood and resist
such outward movement.
* * * * *