Field of the Invention
[0001] The present invention relates to the field of metal buckles, and in particular, to
the field of metal buckles made from a single piece of wire that has been toughened
by heat treatment.
Background of the Invention
[0002] Various types of metal buckles for strapping boxes, bales, bundles (i.e., of cotton),
etc., have been employed in the past. One of the most common types is often referred
to as a Cotton Tie Buckle. These buckles are typically constructed of a single piece
of metal wire that has been bent into a predetermined configuration.
[0003] Examples of Cotton Tie Buckles are shown in the following patents: U.S. Patent No.
686,129, issued to Ragsdale et al., U.S. Patent No.3,014,256, issued to Derrickson
et al., U.S. Patent No. 3,377,666, issued to Sherman, and U.S. Patent No. 3,624,868,
issued to Somann. Each of these buckles is made of a single piece of wire that has
been bent into a pre-determined configuration, wherein two pairs of strap engaging
arms that are substantially parallel to each other are provided to engage the strap.
The buckle's engaging arms are configured such that the strap can be extended and
secured through the arms, one end of the strap in each pair of arms. One end of the
strap is held within one pair of engaging arms, and the other end of the strap is
held within the other pair of engaging arms, wherein the intermediate part of the
strap is extended tightly about the box, bale, bundle, etc., to be held.
[0004] Typically, when a strap is extended about a box, bale, bundle, etc., and tightened,
the strap is placed under significant tension. This places great stress on the buckle
that connects the strap ends together. A problem associated with conventional buckles
of this type is that the orientation of the strap within the buckle's arms can cause
the arms to bend, such that over time, the buckles can become distorted, and the arms
can fall out of parallel with one another, which can cause the following to occur.
[0005] First, the arms can pinch the strap in a manner that can cause the strap to fail
prematurely, i.e., they can cause the strap to tear before the strap's maximum strength
capacity is reached. For example, even if the strap's maximum strength capacity is
1,200 pounds, the buckle can, if the load is high enough to cause the buckle's arms
to bend and distort, cause the strap to break at 600 pounds. This significantly lowers
the maximum capacity of the strap.
[0006] Second, bending of the buckle's arms such that they fall out of parallel with one
another can also result in an uneven application of stress to the strap. That is,
when the arms are not parallel, greater tensile stresses can be applied to an isolated
location on the strap, wherein the strap can begin to tear at the over-stressed point.
And, once the strap begins to tear, it is likely that it will break at loads far less
than the maximum strength capacity of the strap.
[0007] Given these deficiencies, it was believed that standard Cotton Tie Buckles would
need to be redesigned to prevent excessive bending and distortion, and thereby maintain
the load capacity that the strap was intended for. This is particularly true given
that strap materials have improved significantly to the point where much greater tensile
strength capacities are possible.
[0008] One of the most common ways that the propensity of the buckle to bend was reduced
was to simply increase the thickness of the wire, Although increasing wire thickness
has been successful in reducing the likelihood of bending, doing so has had its disadvantages,
including making the buckle heavier and bulkier, and the cost of manufacturing the
buckles higher (which can lead to failure in the market place).
[0009] Other attempts to solve the problem were directed to using different buckle configurations.
For example, in Derrickson et al., an attempt was made to configure the wire in a
manner that allowed the buckle's arms to rest on other areas of the buckle to help
prevent the wire from bending excessively. But as the maximum strength capacities
of straps began to increase, the greater loads that can be applied to straps caused
the arms to bend and distort, and fall out of parallel with each other, thereby resulting
in premature failure. In Somann, another attempt was made to help limit bending and
distortion of the load-bearing members and maintain parallelism between the arms by
using detents. The disadvantage of this design was that additional time and expense
were required to form the detents at precise locations on the wire. Also, the cost
of having to position the detents in such manner proved to be prohibitive.
[0010] Different threading configurations have also been attempted, but have not been successful,
insofar as the engaging arms would still bend and lead to premature strap failure.
While various attempts have been made to overcome the deficiencies noted above, none
have been very successful. What is needed, therefore, is an improvement to standard
tie buckle designs which resists bending and distortion, and results in parallelism
between the engaging arms, such that the buckle does not lead to premature strap failure
at the joint.
Summary of the Invention
[0011] The present invention relates to a buckle made from a single piece of metal wire
that has been configured such that it has two pairs of strap engaging arms that are
substantially parallel to one another. The arms are so configured and constructed
such that they can engage opposite ends of a tie strap to provide a secure connection
for strapping boxes, bales, bundles, etc., together.
[0012] The present invention represents an improvement over previous designs in that the
metal has been hardened by heat treatment. While processes for hardening the surface
of metal are known, the specific manner in which the process has been applied to the
present invention, to increase not only strength, but also toughness, as well as to
decrease the propensity of the metal to achieve plastic deformation, is believed to
be unique to the present invention. In this respect, the present invention is able
to overcome the above noted deficiencies without substantially increasing cost, and
without altering the configuration of the buckle design.
[0013] There are various hardening processes that can be employed to provide the benefits
of the present invention. Conventional quenching of hot steel in water or oil provides
surface hardening, and can harden some or all of the interior as well. Other hardening
processes can also be used, such as carburizing, carbonitriding, nitriding, induction
hardening and flame hardening.
[0014] Carburizing is a surface hardening process in which steel is held at a high temperature,
i.e., 1,600 degrees F. (is common), for a relatively long time, i.e., six hours, in
a carbonaceous environment, usually a gas mixture of carbon monoxide and carbon dioxide,
with or without hydrocarbons such as methane. Carbonitriding is similar to carburizing
except that nitrogen as well as carbon is diffused into the steel. Nitriding is another
diffusion process in which, by using ammonia without a carbonaceous gas, nitrogen
is diffused into the steel and combines with other elements, principally chromium,
already contained in the steel to form nitrides that are extremely hard and wear resistant.
Induction hardening is a process where the steel is briefly heated by electrical induction
so that only the surface has time to get hot. The metal is then immediately cooled
or quenched and the portion that was heated above the critical temperature (about
1,500 degrees F.) becomes hard. Flame hardening involves no change in the chemical
composition of the steel surface, but involves a high temperature flame that impinges
directly on the metal for a short time, heating the surface but not the interior of
the piece.
[0015] The present invention contemplates using one of these methods to harden the metal
after it has been bent into its predetermined configuration. In this respect, a large
volume of tie buckles can be heat treated at one time, thereby making it possible
to reduce the unit cost of manufacture. Moreover, the present invention contemplates
tempering by annealing to reduce brittleness after the metal has been hardened. The
present invention also contemplates that the buckles can be finished with a dry phosphate
coating to prevent slippage.
Brief Description of the Drawings
[0016]
FIGURE 1 is a perspective view of the buckle design of the present invention;
FIGURE 2 is a top view of the buckle design of the present invention;
FIGURE 3 is a front view of the buckle design of the present invention;
FIGURE 4 is a side view of the buckle design of the present invention;
FIGURE 5 is a perspective view of the buckle in use with a strap;;
FIGURE 6 is a side view of the buckle in use with the strap threaded through the buckle;
FIGURE 7 is a side view of a conventional type buckle in use with the strap threaded
through the buckle and a tensile load applied to the strap, wherein the buckle is
shown to be deformed;
FIGURE 8 is a top view of a standard untreated buckle that has been used and where
plastic deformation has occurred;
FIGURE 9 is a side view of a standard untreated buckle that has been used and where
plastic deformation has occurred;
FIGURE 10 is a top view of the buckle of the present invention that has been used
and where only a small amount of deformation has occurred; and
FIGURE 11 is a side view of the buckle of the present invention that has been used
and where only a small amount of deformation has occurred;
Detailed Description of the Invention
[0017] Figure 1 shows the buckle of the present invention from a perspective view having
two pairs of strap engaging arms formed by a single piece of wire that has been bent
into a predetermined shape. While the specific configuration shown in the drawings
is described below, it should be noted that the present invention is not limited to
the specific configuration described below. The present invention is intended to include
virtually any tie buckle configuration formed by a single piece of metal wire that
has been treated in the manner specified.
[0018] In general, buckle 1, as seen in Figures 1 and 2, has four engaging arms, 3, 5, 9
and 13, that are substantially parallel to one another, wherein the parallel portions
of the engaging arms are relatively straight and have widths that are sufficient to
enable a conventional size strap to be threaded therethrough, as shown in Figure 5.
In this manner, strap 23 is adapted to engage buckle 1 along the parallel portions
of the engaging arms, wherein a relatively even distribution of stress can be applied
to the strap when the strap is in tension. As discussed above, it is important that
the engaging arms are maintained in a relatively parallel manner during use so that
uneven stresses do not cause premature tearing of the strap, as well as uneven pinching
to occur, which can result in premature failure of the strap at the joint.
[0019] Buckle 1 comprises a lower level and an upper level. On the lower level, first and
second engaging arms, 3 and 5, are connected together by a relatively perpendicularly
oriented connecting portion 7. The three members, 3, 5, and 7, are oriented at about
a 90 degree angle in relation to each other, as shown in Figure 2. On one side, engaging
arm 3 has an extended portion 4 that extends relatively upward (on the side away from
connecting portion 7) in a curved manner toward engaging arm 9 on the upper level.
Another connecting portion 11 extends relatively perpendicularly and upward from extended
portion 4, through curved joint 19, to connect to the strap engaging arm 9, which
ends at distal end 17. On the other side, extending from strap engaging arm 5 (on
the side away from connecting portion 7) is another connecting portion 15 that extends
substantially perpendicularly in relation to engaging arm 5. Connecting portion 15
is extended through a bent portion 16 that wraps around the outside of extended portion
4, as shown in Figure 1, and connects to the other strap engaging arm 13, which ends
at distal end 21.
[0020] Strap engaging arms 3 and 5, and strap engaging arms 9 and 13, preferably extend
relatively straight and substantially parallel to one another as seen in Figures 1
and 2. Engaging arm 9 is relatively parallel with engaging arm 5, and engaging arm
13 is relatively parallel with engaging arm 3. Although engaging arm 3 is slightly
inclined so that it is not exactly parallel with engaging arm 13, the present invention
contemplates that upon the application of tensile stress to the strap, engaging arm
3 will bend to some extent, i.e., achieve some plastic deformation, and therefore,
become substantially parallel to engaging arm 13 after the load is applied, as can
be seen in Figure 11. Distal end 17 is preferably extended to a point that extends
outside the perimeters of engaging arm 5 and connecting portion 7 (in plan view) to
help ensure that strap 23 will not slip free from buckle 1 during use. Likewise, the
distal end 21 of engaging arm 13 is preferably extended to a point that extends outside
the perimeters of engaging arm 3 and connecting portion 7 (in plan view) for the same
reason.
[0021] Figures 5 through 7 show the buckle 1 of the present invention in use with the strap
23 extending through the engaging arms and used to tie a box 25. Figure 6 shows a
specific threading configuration wherein the ends of the strap 23 are looped around
the top engaging arms 9 and 13, and under the lower engaging arms 3 and 5. Figure
7 shows how the buckle can be compressed when the strap 23 is tightened and tensile
loads are applied, wherein it can be seen that some pinching can occur between the
respective engaging arms, 5 and 9, and arms, 3 and 13. While the tie buckle of the
present invention is treated to avoid or reduce the type of bending shown in Figure
7, that drawing is provided to show how bending and distortion can occur.
[0022] Figures 8 and 9 are representative drawings of an untreated tie buckle of the kind
mentioned herein, which has been bent and permanently distorted by the application
of tensile loads on the strap. These are representations of an actual sample of an
untreated buckle that has been used and which has been permanently bent and distorted,
i.e., substantial permanent deformation has occurred. As can be seen in Figures 8
and 9, considerable plastic deformation has occurred as evidenced by the following
distortions: 1) engaging arms 13 and 9 are no longer parallel to one another, i.e.,
distal ends 21 and 17 are closer to each other than before the load was applied, 2)
both of the lower engaging arms 3 and 5 are considerably bowed outwardly due to stress,
wherein it can be seen that engaging arms 3 and 13 are no longer parallel to one another,
3) as seen in Figure 9, engaging arm 13 is bent relatively downward in relation to
engaging arm 9, and 4) the space between engaging arm 13 and engaging arm 3 is quite
narrow, wherein engaging arm 3 is bulged such that it can create an uneven pinching
stress on the strap. In this particular example, it can be seen that the engaging
arms are no longer parallel to one another, and that there would likely be an uneven
amount of stress applied to the strap, as well as uneven pinching between the engaging
arms, thereby making it likely that premature failure will result.
[0023] Figures 10 and 11 show the buckle of the present invention which has been heat treated
and then loaded using a similar test. This sample is only slightly bent and has much
less distortion than the sample shown in Figures 8 and 9. For example, 1) the lower
engaging arms 3 and 5 are not bowed outwardly due to stress, wherein it can be seen
that engaging arms 3 and 13 still appear to be relatively parallel to one another,
2) engaging arm 13 is not bent relatively downward in relation to engaging arm 9,
as can be seen in Figure 11, and 3) the distance between engaging arm 13 and engaging
arm 3 is relatively constant along the lengths of the engaging arms, so that no uneven
pinching of the strap is likely to occur, i.e., engaging arms 3 and 13 appear to be
relatively parallel to one another.
[0024] While distal ends 17 and 21 are bent toward each other slightly, it can be seen that
engaging arms 3 and 13 are even more parallel to each other than they were before
the loads were applied, indicating that the buckle of the present invention has, after
being used, achieved some plastic deformation, which has in turn increased its ability
to resist strap breakage. This indicates that while the buckle resists plastic deformation,
it nevertheless allows some plastic deformation sufficient to cause the buckle to
bend in a desirable manner, i.e., so that the arms are more parallel and the likelihood
of uneven stress and pinching is substantially decreased.
Heat Treatment Methods
[0025] There are various hardening processes that can be employed to provide the benefits
of the present invention. Conventional quenching of hot steel in water or oil provides
surface hardening, but it also usually hardens some or all of the interior as well
(depending on the thickness of the material). Other forms of surface hardening methods
that can be used include carburizing, carbonitriding, nitriding, induction hardening
and flame hardening.
[0026] Carburizing is a surface hardening process in which steel is held at a high temperature,
i.e., 1,600 degrees F. (is common), for a relatively long time, i.e., six hours, in
a carbonaceous environment, usually a gas mixture of carbon monoxide and carbon dioxide,
with or without hydrocarbons such as methane. This treatment causes carbon to be diffused
into the steel to a depth of several thousands or hundreds of an inch and leaves the
carbon content of the surface much higher than that of the core.
[0027] Carbon nitriding is similar to carburizing except that nitrogen as well as carbon
is diffused into the steel.
[0028] Nitriding is another diffusion process in which, by using ammonia without a carbonaceous
gas, nitrogen is diffused into the steel and combines with other elements, principally
chromium, already contained in the steel to form nitrides that are extremely hard
and wear resistant.
[0029] Induction hardening is a process where the steel is briefly heated by electrical
induction so that only the surface has time to get hot. The metal is then immediately
cooled or quenched and the portion that was heated above the critical temperature
(about 1,500 degrees F.) becomes hard while the rest of the steel which was not heated
by induction current remains unaffected.
[0030] Flame hardening involves no change in the chemical composition of the steel surface,
but involves a high temperature flame that impinges directly on the metal for a short
time, heating the surface but not the interior of the piece.
[0031] The present invention contemplates using one of these methods to harden the surface
of the metal after it has been bent into its predetermined configuration. It has been
found that some of the heat treating processes used in the present invention, such
as quenching to full hardness, must be controlled by tempering to limit the extent
to which the metal can become too brittle, in which case the benefits of heat treatment
can be defeated. The present invention also contemplates that the buckles can be finished
with a dry phosphate coating to prevent slippage.
The Toughness of Metal
[0032] The ultimate "strength" of a material is the maximum stress that the material is
capable of developing. Strength has to do with the overall amount of stress which,
when exceeded, ultimately causes the material to fail. Strength can be measured in
terms of either the yield strength, which relates to the resistance of the metal to
permanent deformation, or tensile strength, which is the ultimate tensile strength
of the metal.
[0033] The "stiffness" of a material is defined as the relationship between the amount of
deformation (i.e., strain), and the applied load (i.e., stress), and is commonly expressed
in terms of the Young's Modulus, i.e., the slope of the stress-strain curve before
the yield point. Stiffness has to do with the actual deformation that the metal goes
through when stress is applied prior to yielding.
[0034] While "strength" and "stiffness" are relevant factors that must be considered in
addressing the bending characteristics of metal, they are not necessarily the only
factors, nor the most important factors, particularly in this case. For example, a
strong metal, such as high carbon metal, can be very stiff, but at the same time,
it can be very brittle, in which case complete failure at the yield point can occur.
That is, while a strong, stiff metal can have a relatively high yield point, if the
yield point is exceeded, the metal can fail completely, i.e., shatter.
[0035] "Toughness," on the other hand, relates to the energy capacity of a particular material,
i.e., the Modulus of Toughness is defined as the amount of energy required to cause
failure in unit volume of a material, and is thus represented by the total area under
the stress-strain curve. in this respect, the term toughness is more appropriately
used to describe the combination of strength and "ductility," rather than strength
and "stiffness." That is, stiffness only relates to the amount of deformation that
occurs prior to the yield point, while ductility relates to total deformation, i.e.,
before and after the yield point, that occurs before the metal fails.
[0036] In this respect, a metal that is high in strength and ductility will not only resist
bending to a higher degree, but will "give" more at higher stress levels so that complete
failure will not occur until relatively high stress is applied. The combination of
increased strength and ductility means that the metal will have a greater ability
(particularly at higher stress levels) to resist "plastic deformation," which is defined
as permanent deformation, i.e., the distortion and reformation of atomic bonds. "Plastic
deformation" is different from "elastic deformation," which is temporary deformation,
i.e., the stretching of atomic bonds. It is the propensity of the buckle to achieve
plastic deformation that the present invention is able to resist by the application
of one of several types of heat treatment processes.
The Test Results
[0037] While it has been known to use heat treatment to harden metals in certain types of
applications, such as to resist certain kinds of surface wear and stress, i.e., in
gears and ball bearings, such processes previously had not been used to toughen metal
strap fasteners such as Cotton Tie Buckles. As far as the Applicant knows, the Cotton
Tie Buckle industry has never considered using heat treatment as a viable solution
to the problem of bending and distortion, principally because in the past the only
way it was thought that stiffness could be increased was by increasing the thickness
of the wire, i.e., not by changing the grade or quality of the material. This is based
on the principle that steel (which is composed primarily of iron alloyed with small
percentages of carbon and different metals like nickel, chromium, manganese, etc.)
has a Young's Modulus equal to about 30,000,000 psi, and therefore, the stiffness
of any steel structure could not normally be significantly increased by changing the
material to a higher grade (without increasing the overall size of the members). Moreover,
the cost of using higher grade materials (other than cheaply fabricated and low-priced
steels) for these types of fasteners was thought to be cost-prohibitive. For these
reasons, previous attempts to solve the problem have focused on changing the buckle
or threading configuration, or increasing the thickness of the metal, not changing
the grade or quality of the metal.
[0038] The results achieved by applying heat treatment to improve the performance of the
metal fasteners of the present invention were completely unexpected. When the buckles
of the present invention were treated in the manner discussed above, and tested by
applying tensile loads to the tie straps (to which the buckles were attached), the
overall joint efficiency of the strap was improved in almost every instance by more
than 40%, and in some cases, by more than 80%. In this respect, while many standard
tie buckles are unable to satisfy the minimum strength capacity for joint efficiency
provided by ASTM and other testing standards, the tie buckles of the present invention
significantly exceeded the minimum strength capacity in each test that was performed.
[0039] In general, tests have been performed to determine the efficiency of the strap at
the joint where it is connected to the buckle, i.e., the load at which the strap will
break due to stress caused by the buckle at the joint, using various types of metal
tie buckles, including those that have not been heat treated, and those that have
been heat treated. The straps used in the tests were standard type straps, with standard
widths, having a specified maximum strength capacity. The specific straps used in
these tests were samples of TEXband ® straps made of woven and coated polyester cord
fiber.
[0040] The straps were threaded through the buckles before the loads were applied. In this
respect, various setups were used to perform the tests. One test consisted of using
a threading configuration consisting of a double wrap (snub-roll) extended around
the top leg with the free end inserted into the top grip. Another strap was inserted
into the bottom grip and single wrapped around the bottom leg. The slack was removed
and a predetermined pretension was applied using a Capstan and Windlass style strap
tensioner between the buckle and the bottom grip. The loose strap at the bottom of
the buckle was also split lengthwise and a square knot was tied snugly against the
bottom leg of the buckle.
[0041] Another test consisted of using a threading configuration involving single wrapping
one strap around the top leg and inserting the free end into the top grip. An additional
strap was inserted into the bottom grip and single wrapped around the bottom leg.
The slack was removed and a predetermined pretension was applied using a Capstand
and Windlass style strap tensioner between the buckle and the bottom grip. No knot
was tied at the bottom of the buckle.
[0042] The protocol involved in these tests called for two test applications to be made:
the first with the legs of the buckle pointing to the left of the technician, and
the second with the legs pointing to the right. In each case, the tensile tester,
such as the Instrom 4204, was activated until the strap broke. The breaking load (the
load that caused the strap to break) and failure mode for each sample was recorded.
Three pulls for each test were provided. The average breaking load for each test from
each of the three pulls was then calculated.
Test Number 1
[0043] This test was conducted using a strap with the designation 66XLP.HD, which has a
strength of 1,625 pounds per foot. The ASTM standard for joint efficiency for this
strap is 55 percent of the strap's maximum strength capacity. That is, under the ASTM
standard, the expectation is that the strap will fail (at the joint where the strap
is connected to the buckle) when a load equal to 55 percent of the strap's maximum
strength capacity is applied. In this case, 55 percent of the maximum strength capaity
is about 894 pounds per foot. The tests were conducted to determine whether this minimum
standard was met.
[0044] This test was conducted using Formex B-6XHDG (galvanized) buckles with the legs pointed
to the left, with the strap tension from the bottom, with no snub-roll at the top.
No knot was provided at the bottom of the strap. A 300 pound pretension was applied
by the tensile tester. The following results were achieved:
[0045] A standard buckle without heat treatment was tested first Wire sizes of 0.135 inch
and 0.148 inch, and wire types 1008 and 1018, were used. An average break point was
determined from three pulls for each test. These are the results, each indicating
a joint efficiency of less than 55%.
Untreated B-6XHDG Buckle |
Buckle |
Wire Size |
Wire Type |
Average Break Point (in pounds per foot) |
Standard Deviation (in pounds per foot) |
B-6XHDG |
0.135 |
1008 |
642 |
60 |
B-6XHDG |
0.135 |
1018 |
712 |
24 |
B-6XHDG |
0.148 |
1018 |
818 |
49 |
[0046] The same Formex B-6XHDG type buckle was then heat treated by carburizing and then
tested. Wire sizes of 0.135 inch and 0.148 inch, and wire types 1008 and 1018, were
again used. The carburizing heat treatment process that was employed was designed
to maximize toughness and increase strength, wherein the metal was hardened and tempered
to about Rc 40-45. An average break point was determined from three pulls for each
test. These are the results, each indicating a joint efficiency of greater than 55%.
Heat Treated (Carburized) B-6XHDG Buckle |
Buckle |
Wire Size |
Wire Type |
Average Break Point (in pounds per foot) |
Percentage of Increase |
B-6XHDG |
0.135 |
1008 |
1007 |
56.85 |
B-6XHDG |
0.135 |
1018 |
1043 |
46.49 |
B-6XHDG |
0.148 |
1018 |
1143 |
39.73 |
[0047] These tests show that the buckles that have been heat treated according to the present
invention have a substantially greater strength capacity than untreated buckles of
comparable size and type. The treated buckles resulted in a strap break point, i.e.,
the load at which the strap will fail due to stress at the joint, which is more than
about 40 percent to 57 percent over that which was obtained by standard untreated
tie buckles. Another way to view this information is that none of the standard untreated
buckles satisfied the ASTM standard, i.e., the load capacities were anywhere from
8.5 percent to 28.19 percent below the load capacity of 894 pounds per foot On the
other hand, each of the treated buckles of the present invention easily satisfied
the ASTM standard, i.e., the load capacities were anywhere from 12.64 percent to 27.85
percent above the standard, which was unexpected.
Test Number 2
[0048] This test was conducted using a strap designated as 60W, which has a strength of
900 pounds per foot. The ASTM standard for joint efficiency for this strap is also
55 percent of the strap's maximum strength capacity. That is, under the standard,
the expectation is that the strap will fall (at the joint where the strap is connected
to the buckle) when a load equal to 55 percent of the strap's maximum strength capacity
is applied. In this case, 55 percent of the maximum strength capaity Is only about
405 pounds per foot.
[0049] This test was conducted using Formex B-6X, B-6XHDG (galvanized) and B-6XHD (ungalvanized)
buckles with the legs pointed to the left, with the strap tension from the bottom,
with no snub-roll at the top. The strap was also not knotted at the bottom. A 250
pound pretension was applied by the tensile tester. The following results were achieved:
[0050] A standard buckle without heat treatment was tested first. Wire sizes of 0.120 inch,
0.135 inch and 0.148 inch, and wire types 1008 and 1018, were used. An average break
point was determined from three pulls for each test. These are the results.
Untreated Buckle |
Buckle |
Wire Size |
Wire Type |
Actual Break Point (in pounds per foot) |
Standard Deviation (in pounds per foot) |
B-6XHDG |
0.120 |
1008 |
342 |
22 |
B-6XHDG |
0.135 |
1018 |
372 |
62 |
B-6XHDG |
0.148 |
1018 |
465 |
49 |
[0051] The same type of buckles were then heat treated with carbon nitride and carburizing
and then tested. Wire sizes of 0.135 inch and 0.148 inch, and wire types 1008 and
1018, were used. The carbonitriding and carburizing heat treatment processes that
were employed were designed to maximize toughness and increase strength, wherein the
metal was hardened and tempered to about Rc 40. An average break point was determined
from three pulls for each test These are the results, each indicating a joint efficiency
of far greater than 55%.
Heat Treated Buckle |
Buckle |
Wire Size |
Wire Type |
Actual Break Point (in pounds per foot) |
Percentage of Increase |
B-6XHD* |
0.135 |
1008 |
578 |
55.37*** |
B-6XHD* |
0.148 |
1008 |
685 |
47.31**** |
B-6X HDG** |
0.148 |
1018 |
745 |
60.21 |
* These buckles were treated by carbonitriding. |
** This buckle was treated by carburizing. |
*** This increase is in relation to the 372 pounds per foot achieved by the untreated
galvanized buckle having an equal wire size (0.135) but different wire type (1008
compared to 1018) shown in the previous chart The increase was achieved even though
the type of steel used in the heat treated buckle was of a lower grade. This indicates
that better performance can be achieved, while at the same time, a cost-savings can
be obtained by using lower grade steel. |
**** This increase is in relation to the 465 pounds per foot achieved by the untreated
galvanized buckle having an equal wire size (0.148) but different wire type (1008
compared to 1018) shown in the previous chart. Again, the increase was achieved even
though the type of steel used in the heat treated buckle was of a lower grade. |
[0052] These tests show that the buckles that have been heat treated according to the present
invention have a substantially greater strength capacity than untreated buckles of
comparable size and type. The treated buckles resulted in a strap break point, i.e.,
the load at which the strap will fail due to stress at the joint, which was more than
about 47 percent to 60 percent over that which was obtained by standard untreated
tie buckles. Another way to view this information is that only one of the standard
untreated buckles (the one with the largest diameter of .148 inch) was able to satisfy
the ASTM standard, whereas all of the treated buckles easily satisfied the ASTM standard,
some by as much as 83.95%.
Test Number 3
[0053] This test was conducted using a strap designated as 66XLP.HD, which has a strength
of 1,625 pounds per foot. As discussed above, the ASTM standard for this strap is
55 percent of the strap's maximum strength capacity. Again, in this case, 55 percent
of the maximum strength capaity is about 894 pounds per foot.
[0054] This test was conducted using Formex B-6XHD (ungalvanized) buckles with the legs
pointed to the left, with the strap tension from the bottom, with no snub-roll at
the top. The strap was also not knotted at the bottom. A 300 pound pretension was
applied by the tensile tester. The following results were achieved:
[0055] A standard buckle without heat treatment was tested first Wire sizes of 0.135 inch
and 0.148 inch, and a wire type of 1038, were used. These are the results.
Untreated B-6XHD Buckle |
Buckle |
Wire Size |
Wire Type |
Average Break Point (in pounds per foot) |
Standard Deviation (in pounds per foot) |
B-6XHD |
0.135 |
1038 |
602 |
75 |
B-6XHD |
0.148 |
1038 |
753 |
21 |
[0056] The same Formex B-6XHD type buckles were then quenched and fully hardened and then
tempered by annealing. A wire size of 0.135 inch with a wire type of 1038 was tested
with various levels of hardening. An average break point was determined from three
pulls for each test. These are the results.
Heat Treated B-6XHD Buckle |
Buckle |
Wire Size |
Wire Type |
Actual Break Point (in pounds per foot) |
Percentage of Increase |
B-6XHD |
0.135 |
1038 |
940 |
54.86* |
B-6XHD |
0.135 |
1038 |
948 |
56.18** |
B-6XHD |
0.135 |
1038 |
1067 |
75.78*** |
* This buckle was quenched to full hardening and then tempered to about Rc 35. |
** This buckle was quenched to a hardness of Rc 52, and then tempered by annealing
to about Rc 38-42. |
*** This buckle was quenched to full hardening and then tempered to about Rc 38-42. |
[0057] Next, buckles having a wire size of 0.148 inch with a wire type of 1038 were tested
with various levels of hardening. An average break point was determined from three
pulls for each test. These are the results.
Heat Treated B-6XHD Buckle |
Buckle |
Wire Size |
Wire Type |
Actual Break Point (in pounds per foot) |
Percentage of Increase |
B-6XHD |
0.148 |
1038 |
1018 |
35.19* |
B-6XHD |
0.148 |
1038 |
1103 |
46.48** |
B-6XHD |
0.148 |
1038 |
1170 |
55.38*** |
* This buckle was quenched to full hardening and then tempered to about Rc 35. |
** This buckle was quenched to a hardness of Rc 52, and then tempered by annealing
to Rc 38-42. |
*** This buckle was quenched to full hardening and then tempered to about Rc 38-42. |
[0058] These tests show again that the buckles that have been heat treated according to
the present invention have a substantially greater strength capacity than untreated
buckles of comparable size and type. The treated buckles resulted in a strap break
point, i.e., the load at which the strap will fail due to stress at the joint, which
was more than about 35 percent to 75 percent over that which was obtained by standard
untreated tie buckles. Another way to view this information is that none of the standard
untreated buckles satisfied the ASTM standard, i.e., the load capacities were in the
range of about 602 to 753 pounds per foot compared to the load capacity of 894 pounds
per foot. On the other hand, each of the treated buckles of the present invention
easily satisfied the ASTM standard, i.e., the load capacities were anywhere from 940
to 1170 pounds per foot which is well above the standard of 894 pounds per foot.
[0059] Additional tests were conducted on buckles that were quenched to full hardening without
tempering by annealing. The untempered buckles in this case were too brittle and shattered
when loads were applied. The loads at which the buckles shattered varied widely, i.e.,
of three pulls for the same type buckle, with the ASTM joint efficiency standard being
405 pounds per foot for the strap, one buckle shattered at 693 pounds, another at
460 pounds, and another at 337 pounds. In another sample, one buckle shattered at
536 pounds, and another at 251 pounds. This-indicates that quenching without tempering
does not provide a workable product.
[0060] The invention and its various embodiments have been discussed above in an exemplary
manner. Accordingly, it should be apparent that the present invention is not intended
to be limited to the specific embodiments discussed above. The present invention
is intended to cover many variations of the buckle design, as well as various methods
of heat treatment, whether or not specifically discussed above.
1. A method of improving the joint efficiency of a metal strap buckle, comprising:
providing a buckle made from a single piece of metal wire;
adapting said buckle such that it is configured with two pairs of strap engaging arms,
wherein said arms are essentially parallel to one another; and
hardening said buckle such that the strength and toughness of said metal wire are
increased, thereby improving the ability of said arms to remain substantially parallel
to one another when tensile loads are applied to said strap, and reducing the likelihood
that said engaging arms will bend and distort to cause premature breakage of said
strap.
2. The method of claim 1, wherein the method comprises the step of hardening the metal
by carburizing.
3. The method of claim 1, wherein the method comprises the step of hardening the metal
by carbonitriding.
4. The method of claim 1, wherein the method comprises the step of hardening the metal
by nitriding.
5. The method of claim 1, wherein the method comprises the step of hardening the metal
by induction hardening.
6. The method of claim 1, wherein the method comprises the step of hardening the metal
by flame hardening.
7. The method of claim 1, wherein the method comprises the step of quenching to full
hardening, and tempering using an annealing process.
8. The method of claim 7, wherein the tempering is to Rc 38-42.
9. The method of claim 7, wherein the tempering is to Rc 35.
10. The method of claim 1, wherein the method comprises the step of quenching to a hardness
of Rc 52, and tempering to Rc 38-42.
11. A metal strap buckle, comprising:
a body portion made from a single piece of metal wire, wherein said body portion comprises:
first and second strap engaging arms extending essentially parallel to one another,
and connected together by a first connecting portion, wherein said first and second
engaging arms and said first connecting portion are oriented substantially along a
first level;
third and fourth strap engaging arms formed on opposing ends of said single piece
of metal wire, wherein said third engaging arm is connected to said second engaging
arm by a second connecting portion, and said fourth engaging arm is connected to said
first engaging arm by a third connecting portion, said third and fourth engaging arms
extending essentially parallel to one another and substantially along a second level;
and
wherein said single piece of metal wire has been hardened by heat treatment
12. The buckle of claim 11, wherein the buckle has been hardened by carburizing, carbonitriding,
nitriding, induction hardening, or flame hardening.
13. The buckle of claim 11, wherein the buckle has been hardened by quenching to full
hardening, and tempered with an annealing process.
14. The buckle of claim 11, wherein the buckle has been hardened by quenching to Rc 52,
and tempered by annealing to Rc 38-42.
15. The buckle of claim 13, wherein the buckle has been tempered to Rc 38-42.
16. The buckle of claim 13, wherein the buckle has been tempered to Rc 35.
17. A method of producing a metal strap buckle, comprising:
providing a buckle made from a single piece of metal wire;
adapting said buckle such that it is configured with two pairs of strap engaging arms
capable of being connected to a strap;
hardening said buckle such that the strength and toughness of said metal wire are
increased; and
allowing one or more of said strap engaging arms to bend slightly when tensile loads
are applied to said strap, wherein said strap engaging arms are hardened to the extent
needed to resist plastic deformation, but at the same time, to bend enough such that
said strap engaging arms are able to become more parallel to each other than before
said tensile loads were applied to said strap, wherein the joint efficiency of said
strap is enhanced thereby.
18. The method of claim 17, wherein the method comprises the additional step of adapting
said buckle such that all but one of said strap engaging arms are essentially parallel
to each other, and wherein said one strap engaging arm becomes essentially parallel
to said other strap engaging arms by the application of said tensile loads, wherein
said one strap engaging arm achieves plastic deformation sufficient to cause said
arms to become essentially parallel to each other after said tensile loads are removed.
19. The method of claim 17, wherein the method comprises the additional step of allowing
enough plastic deformation to occur to enable said strap engaging arms to extend essentially
parallel to one another after said tensile loads are applied and removed.