U.S. patent number 3,648,961 [Application Number 05/033,309] was granted by the patent office on 1972-03-14 for wall tie for concrete forms.
Invention is credited to William H. Farrow.
United States Patent |
3,648,961 |
Farrow |
March 14, 1972 |
WALL TIE FOR CONCRETE FORMS
Abstract
A reusable wall tie for maintaining the correct spacing between
the form walls of concrete forms includes a spreader for preventing
the walls from collapsing inwardly and a tie rod for preventing the
walls from spreading apart. The spreader has a tapered shank and a
threaded stud extending from the small end of the shank. The stud
fits through a hole drilled in one of the form walls prior to the
erection of the other form wall. A nut threads over the stud and
temporarily secures the spreader to the form wall such that the
tapered shank projects inwardly therefrom. The other form wall is
positioned against the large end of the tapered shank on the
spreader, and the two walls are tied together by a tie rod which
extends through the spreader. After concrete is poured between the
walls and allowed to set, the spreader is dislodged from the
concrete by striking the stud end with a mallet.
Inventors: |
Farrow; William H. (Affton,
MO) |
Family
ID: |
21869675 |
Appl.
No.: |
05/033,309 |
Filed: |
April 30, 1970 |
Current U.S.
Class: |
249/43;
249/216 |
Current CPC
Class: |
E04G
17/0652 (20130101) |
Current International
Class: |
E04G
17/06 (20060101); E04G 17/065 (20060101); E04g
017/06 () |
Field of
Search: |
;249/40,216,217,219R,42,43,45,46,219W,189-191 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Overholser; J. Spencer
Assistant Examiner: Brown; John S.
Claims
What is claimed is:
1. A spreader for use in a concrete form having a pair of spaced
walls which are held together by tie rods, said spreader comprising
a tapered shank terminating at abutments which are positioned
adjacent the opposed surfaces of the walls for preventing the walls
from moving toward each other, a reduced stud extending from the
shank and projecting beyond the abutment at the small end of the
shank and through the wall adjacent to which that abutment is
positioned, removeable attaching means engageable with the stud for
temporarily securing the spreader to the wall through which the
stud projects, and a bore extending through the shank and stud for
accommodating the tie rod.
2. A spreader according to claim 1 wherein the tapered shank and
stud are disposed about a longitudinal axis for the spreader; and
wherein the greatest dimension of the stud taken normal to the
longitudinal axis is less than the smallest dimension of the
tapered shank taken normal to the longitudinal axis.
3. A spreader according to claim 2 wherein the tapered shank is
circular in cross-section and the abutment at the small end of the
shank is a shoulder.
4. A spreader according to claim 3 wherein the shank is provided
with a radially projecting lip at its large end; and wherein the
abutment at the large end of the shank is formed in part on the
lip.
5. A spreader according to claim 3 wherein the stud is provided
with external threads; and wherein the removable attaching means is
a nut which engages the threads and when tightened down causes the
wall through which the stud extends to be clamped between the
shoulder and the nut whereby the tapered shank will project
outwardly from that wall.
6. A spreader according to claim 5 wherein a washer is interposed
between the shoulder and the wall through which the stud extends.
Description
BACKGROUND OF THE INVENTION
This invention relates in general to concrete forms and more
particularly to means for maintaining the proper spacing between
the walls of such forms.
It is common practice in the building construction industry to pour
concrete into forms constructed from large sheets of plywood which
are held together by numerous steel tie rods called wall ties.
These wall ties not only keep the opposed form walls from
spreading, but they also prevent the walls from collapsing inwardly
toward each other before concrete is poured between them. Since the
wall ties are relatively thin and serve a dual purpose, numerous
tie rods are employed in a single form. For example, in 100 feet of
form, 8 feet high and 1 foot wide, approximately 250 wall ties are
required to maintain the opposed form walls in the proper spaced
relation.
After the concrete has been poured into and set within the form, a
workman must go along the exterior surfaces of the form walls and
clip off the exposed ends of the wall ties to free the form walls
from the hardened concrete. In view of the large numbers of wall
ties in conventional forms and further in view of the fact that the
workman must clip both ends of each tie, the removal of forms by
current procedures is a time consuming and expensive process.
Moreover under present procedures, wall ties for the most part
remain embedded in the concrete wall, and they therefore cannot be
reused. Their ends furthermore present unsightly protrusions or
blemishes along the wall.
SUMMARY OF THE INVENTION
One of the principal objects of the present invention is to provide
wall ties for holding opposed walls of a concrete form in properly
spaced relation. Another object is to provide a wall tie which is
easy to install and is only required in relatively small members. A
further object is to provide a wall tie which is easily removed
from the form and from the hardened concrete in the form so that no
unsightly protuberances remain in the concrete wall. An additional
object is to provide a wall tie which is easily removed from the
form and from the hardened concrete without damaging the wall tie
so that it can be reused. Still another object is to provide a wall
tie spreader which is initially embedded in the poured concrete,
but is easily dislodged therefrom. These and other objects and
advantages will become apparent hereinafter.
The present invention is embodied in a spreader for maintaining the
proper spacing between concrete form walls. The spreader includes a
tapered shank and a stud at the small end of the shank. The stud
projects through one of the form walls and is engaged by attaching
means which temporarily secures the spreader to that wall. The
invention further resides in a wall tie including the foregoing
spreader and a tie rod which extends longitudinally through the
spreader and prevents the form walls from moving apart. The
invention also consists in the parts and in the arrangements and
combinations of parts hereinafter described and claimed.
DESCRIPTION OF THE DRAWINGS
In the accompanying drawings which form part of the specification
and wherein like numerals refer to like parts wherever they
occur:
FIG. 1 is a perspective view of a concrete form held together with
wall ties constructed in accordance with and embodying the present
invention;
FIG. 2 is a sectional view taken along line 2--2 of FIG. 1;
FIG. 3 is a sectional view taken along line 3--3 of FIG. 2;
FIG. 4 is a sectional view similar to FIG. 3, but showing the wall
tie spreader being dislodged from the hardened concrete;
FIG. 5 is an exploded view of the wall tie spreader; and
FIG. 6 is a perspective view of a waler bracket used on the
form.
DETAILED DESCRIPTION
Referring now to the drawings, 2 designates a concrete form which
rests upon a footing 4 and includes a pair of spaced form walls 6
and 8 which are preferably composed of large sheets of plywood.
Backing each wall 6 and 8 and also forming part of the form 2 are a
plate 10 which extends along the footing 4 and a plurality of studs
12 which are set upon and extend upwardly from the plate 10 at
equally spaced intervals. The studs 12 in turn are backed by
horizontal walers 14 which are secured to the studs by waler
brackets 16. Thus, the studs 12 and walers 14 serve as reinforcing
members for the form walls 6 and 8. Each of the brackets 16
comprises (FIG. 6) two pairs of spaced flanges 18 and 20 extending
from a common connecting portion 22 and presented at right angles
to one another. The spacing between the flanges 18 is slightly
greater than the width of the stud 12 to which the bracket 16
attaches, and this enables the flanges 18 to fit over the wall
studs 12. The spacing between the flanges 20 is sufficient to
enable them to receive the walers 14 to which the bracket 16 also
attaches. The flanges 18 and 20 have apertures 24 through which
nails are driven for securing the brackets 16 to both the studs 12
and the walers 14. Normally, the plates 10 are 2 inch .times. 4
inch timbers, the studs 12 are 4 inch .times. 4 inch timbers, and
the walers 14 are 4 inch .times. 6 inch timbers.
To maintain the proper spacing between the opposed form walls 6 and
8, a multiplicity of wall ties 30 are connected between the opposed
walls 6 and 8 and portions of these wall ties 30 extend through the
walers 14 which back the studs 12. Thus, the wall ties 30 are
disposed in horizontally extending rows at the levels at which the
walers 14 are presented. Each wall tie 30 includes (FIG. 3) a
spacer or spreader 32 which prevents the opposed walls 6 and 8 from
collapsing inwardly toward each other, and a tie rod 34 which
extends through the spreader 32 and also through the walers 14 for
preventing the walls 6 and 8 and the walers 14 backing them from
spreading apart.
More specifically, each spreader 32 includes (FIG. 5) a tapered
shank 36 having a radially extending lip 38 at its large diameter
end. The end face of the lip 38 is continuous with the end face of
the spreader 32 and is squared off relative to the axis of the
shank 36 so as to form an abutment 40 thereon. At its opposite or
small diameter end the tapered shank 36 is also squared off in the
formation of an abutment shoulder 42 from which a threaded stud 44
projects along the axis of the shank 36. The threaded stud 44 is
formed integral and coaxial with the tapered shank 36 and projects
through a pair of washers 46 and 48. Its threads are engaged by a
nut 50.
When the spreader 32 is emplaced in the form 2 (FIG. 3), the
threaded stud 44 extends through the form wall 6, and the washer 46
is positioned on one side of the wall 6 while the washer 48 is
positioned on the opposite side. The nut 50 tightens down upon the
washer 48 and when so tightened the washers 46 and 48 and the wall
6 are clamped between the shoulder 42 and the nut 50. This
temporarily secures the spreader 32 to the wall 6 with its tapered
shank 36 projecting perpendicularly from the inside face
thereof.
Finally the spacer 32 has an axially extending bore 52 which
extends completely through the tapered shank 36 and threaded stud
44 and is large enough in diameter to loosely receive the tie rod
34.
Each tie rod 34 is long enough to extend completely through the
axially extending bore 52 of its corresponding spreader 32 as well
as through the walers 14 located beyond each end of the spreader
32. At its one end the tie rod 34 is provided with an enlarged head
54, while at its opposite end it is provided with threads 56 which
extend beyond the waler 14 at that end. The threads 56 are engaged
by a nut 58 which tightens down against a small plate 60 located
against the outer surface of the waler 14. Similarly, the head 54
bears against a plate 60 on the opposite waler 14. In lieu of the
head 54, the tie rod 34 may at that end be provided with threads 54
and a nut 58 also.
To construct a concrete wall by means of the form 2, the footing 4
is first poured in the conventional manner. Once the footing 4 has
set, the plate 10 for the form wall 6 is laid along the upper
surface of the footing 4 adjacent to one side thereof. Next the
vertical flanges 18 of the waler brackets 16 are fitted over and
nailed to the studs 12 at the spacing selected for the walers 14.
When the brackets 16 are correctly mounted, their common connecting
portions 22 will bear against the outwardly presented surfaces of
the studs 12. Then with the waler brackets 16 presented outwardly
the studs 12 are raised and toenailed to the plate 10 and at least
some of the studs 12 are supported in an upstanding position by
suitable bracing which extends away from the footing 4. Thereafter
the walers 14 are fitted between horizontal flanges 20 of the waler
brackets 16 and are nailed in place to secure the walers 14 to the
studs 12 at the desired vertical spacing.
Once the walers 14 are attached to the studs 12, the form wall 6,
which is normally composed of several large sheets of plywood, is
positioned against the inwardly presented unobstructed surfaces of
the studs 12 and is nailed thereto at a few locations. Next holes
62 (FIG. 3) large enough to receive the threaded stud 44 on the
spreader 30 are drilled in the form wall 6 opposite to the walers
14. To provide the same hole spacing in the form wall 8 it is
desirable to place that wall temporarily against the wall 6 and
drill the holes 62 through both at the same time. Thereafter holes
64 (FIG. 3) large enough to receive the tie rods 34 are drilled in
the walers 14 which back the wall 6 and these holes align with the
holes 62 in the wall 6.
After the wall 6 has been erected and provided with the holes 62,
the threaded stud 44 of a spreader 32 is inserted through each hole
62. Of course, to accomplish this the nut 50 must be removed, but
the washer 46 remains on the threaded stud 44 so that it is
interposed between the abutment shoulder 42 at the end of the
tapered shank 36 and the inwardly presented surface of the wall 6.
Then the other washer 48 and nut 50 are fitted over the end of the
stud 44 exposed on the opposite or outer side of the wall 6. In
this connection, it should be noted that the length of the threaded
studs 44 is somewhat less than the depth of the wall studs 12 so
that adequate clearance exists between the ends of the threaded
studs 44 and walers 14 for installation of the nuts 50 on the studs
44. Each nut 50 is tightened down against its respective washers 48
and this firmly, yet temporarily, positions the spreaders 32 on the
wall 6 such that the tapered shanks 36 thereof project
perpendicularly from the inwardly presented surface of the wall
6.
Once the spreaders 32 are emplaced the other form wall 8 is brought
against the abutments 40 on the tapered shanks 36 of those
spreaders 32. Since the holes 62 were drilled in both walls 6 and 8
at the same time, the abutment 40 will extend around the
peripheries of the holes 62 in the wall 8 and the axial bores 52
through the spreaders 32 will align with those holes. Then the
other plate 10 is laid on the upper surface of the footing 4 and
more studs 12 are erected on that plate 10 in the same manner.
Similarly, walers 14 are secured along the outer sides of the studs
12 by waler brackets 16, and these walers 14 are located opposite
to the holes 62 in the wall 8. The walers 14 backing the wall 8 are
likewise drilled to provide holes 64 which align with the holes 62
in the wall 8 and are large enough in diameter to receive the tie
rods 34.
After the erection of the wall 8 and the studs 12 and walers 14
backing it, the tie rods 34 are passed through the aligned holes 64
and 62 in the walers 14 and walls 6 and 8 as well as through the
axial bores 52 in the spreaders 32. The head 54 at one end of each
tie rod 34 bears against the adjacent waler 16 through the plate 60
which encircles that tie rod, whereas at the opposite end of the
tie rod 34 the nut 50 is engaged with the threads 56 and tightened
down against the opposite plate 60 which in turn bears against the
opposite waler 14.
Thus the tie rods 34 urge the opposed form walls 6 and 8 inwardly
and thereby keep them from falling away from each other. The
spreaders 32, on the other hand, by reason of the fact that they
abut against the inwardly presented surfaces of the walls 6 and 8
at the washers 46 and the abutments 40, respectively, prevent the
walls 6 and 8 from collapsing inwardly and furthermore maintain the
correct spacing between the walls 6 and 8 so that those walls
remain truely parallel.
After the form 2 has been erected in the foregoing manner, concrete
is poured between the walls 6 and 8 and allowed to set into a
hardened concrete wall 66. Removing the form 2 from the wall 66 is
a simple procedure. More specifically, the form 2 is stripped away
from the poured wall 66 by first removing the nuts 58 from the ends
of the rods 34 and then withdrawing the tie rods 34 completely from
the spreaders 32 as well as from the walls 6 and 8 and the walers
14 backing those walls. Since the tie rods 34 extend through the
bores 52 in the spreaders 32, and are not embedded in the concrete,
they are easily withdrawn from the poured concrete wall 66. Then
the studs 12 and walers 14 are removed from both form walls 6 and
8, and the wall 8 is further stripped away leaving one surface of
the poured concrete wall 66 exposed and the other surface covered
by the form wall 6. Next the nuts 50 which formally held the
spreaders 30 in place, are threaded outwardly until their outer end
faces are presented slightly beyond the ends of the threaded studs
44, in which case the nuts 50 will still remain engaged with the
studs 44. Then each nut 50 is struck with a wooden or hard rubber
mallet, the blow being directed axially toward the large diameter
end of the tapered shank 36 (FIG. 4). This dislodges the shank 36
from the set concrete and frees it for removal from the opposite
side of the concrete wall 66 once the nut 50 and washer 46 are
removed.
After the spreader 32 is removed from the concrete wall 66, the
ends of the transversely extending hole left by it are plugged with
a quick drying mortar such as POROX. The shallow recesses left in
the wall 66 by the washer 66 and lip 38 provide a greater surface
area along which the mortar adheres, and thus the ends of the holes
formerly occupied by the spreader 32 are sealed, without leaving
unsightly protrusions or blemishes on the wall.
Relatively few wall ties 30 are required to hold the form 2
together when compared with the number of conventional ties
required to hold a form of equivalent size together. For example,
in a form 100 feet long, 8 feet high, and 1 foot wide at the walls
6 and 8, 75 wall ties 30 are required, whereas 250 conventional
wall ties are required for a conventional form the same size. This
reduces the labor required to construct the form 2, resulting in a
considerable saving to the user.
Moreover conventional wall ties remain embedded in the concrete,
whereas the wall tie 30 is completely withdrawn and can therefore
be used again. This reusable feature of the wall ties 30 in the
long run affords a sizeable saving, notwithstanding the greater
initial cost. In this same vein, the wall ties 30 are not clipped
off on each side of the concrete wall 66 as are conventional ties,
and this not only represents a saving in labor, but it also
eliminates unsightly protuberances projecting from the wall.
The form 2 may also be constructed with the studs 12 and walers 14
reversed. In other words, the walers 14 may be placed directly
against the walls 6 and 8 and backed with the studs 12. In such a
construction the number of walers 14 would be increased and the
number of studs 12 decreased in comparison to the previously
described construction. Also the tie rods 34 would extend through
the outwardly spaced studs 12 of such a construction instead of
through the walers 14.
This invention is intended to cover all changes and modifications
of the example of the invention herein chosen for purposes of the
disclosure which do not constitute departures from the spirit and
scope of the invention.
* * * * *