This invention relates to the field of structural lumber grading, and more specifically calibration of the equipment used for production of machine stress rated lumber grades.
Lumber grading in the United States is regulated under policies of the American Lumber Standards Committee (ALSC) and the various grading agencies authorized by the ALSC. Other countries have similar arrangements for regulating the grading of structural lumber materials. Whenever materials are used in construction the reliability and serviceability of the construction relate to the safety of the people and property involved in the use of the structure so it is very important that the grading and sorting process for these materials be carried out in the most accurate way possible consistent with the needs in assessing the structural properties of the materials being tested. The present invention provides improvements in this process that result in more accurate and reliable lumber grading.
The originator of this type of equipment was Keller U.S. Pat. No. 3,196,672. The apparatus invented by Keller is still in use in many lumber production plants throughout the world, and is the inspiration behind an improved apparatus by Bechtel et al U.S. Pat. No. 5,503,024. Even though the Keller apparatus is no longer manufactured it is still maintained and is in wide use some 45 years after it was first introduced. The two machines have similar basic mechanical features; both measure the modulus of elasticity of dimension lumber shapes by a mechanical means consisting of a constant-deflection force measurement of bending forces with a 48-inch bending span. For illustration purposes of this discussion we will describe how the invention relates to the Bechtel et al U.S. Pat. No. 5,503,024 apparatus only, however this method and apparatus may be adapted for use with other kinds of wood testing machines for lumber as well as for panel products.
In machine grading of lumber a series of machine grades are available with the modulus of elasticity property in approximately 5% increments. Grading thresholds must be set with a safety margin above the absolute minimum limit to account for variations in calibration of the equipment and other factors such as the statistical relationship between measured quantities in production equipment and measured quantities in laboratory quality control equipment. Any change that results in a more stable calibration has direct financial benefits by reducing the safety margin requirement.
E—Modulus of elasticity, typically expressed in units of pounds per square inch or gigapascals. This material property expresses the value of “stiffness” that is independent of shape.
I—Moment of inertia, typically expressed in units of inches4. For a rectangular cross section this is equal to bh3/12.
CLT—Continuous Lumber Tester, U.S. Pat. No. 3,196,672.
HCLT—High Capacity Lumber Tester, U.S. Pat. No. 5,503,024
Dimension lumber—structural lumber shapes typically 1½″ thick by widths from 2½ to 11¼″ in North America, also referred to as “timbers” in other countries with similar sizes expressed in metric units 35 to 45 mm thick by 70 to 300 mm wide.
The preferred embodiment of the invention is illustrated in the accompanying drawings, in which:
Wood Testing Machine
The physical arrangement of components for the Bechtel et al apparatus is shown in
The mechanical means includes two bending sections, one of which is shown schematically in
Two types of test bars were formerly used in the calibration process, a long bar and a shorter bar, and later an additional shim part was introduced in an attempt to overcome some of the problems in the calibration of these machines.
Referring to
The prior-art long test bar 22 shown in
The short test bar 27 is manufactured using the same kinds of materials as the long test bar with feet 28 held in place with recessed socket head cap screws 31 and with guide 30 and weight 31 located at the side of the test bar on one end only. This type of test bar has been in use from the time the CLT Continuous Lumber Tester was introduced in about 1962. As can be seen in
Referring to
In the next stage of calibration it is desired that the relationship between force and voltage output of the load cells in the two bending sections match within a tolerance. In an earlier prior art method this was accomplished using only the short test bar, and adjustments were made in the electronic gain of the load cell calibration circuitry so that equal readings were observed for the short bar in the two bending sections. This was later refined to include adjustment against a reading with and without a shim 82 of
In the third stage of calibration by the prior art method, the long test bar readings are recorded. Then a sample of lumber is run through the machine and readings recorded. Then the lumber sample is measured for modulus of elasticity (E) on laboratory equipment. The readings from the machine and from the lab equipment are then compared. If the coefficient of determination is less than 0.95 the measurements are repeated. An adjustment factor is calculated from the regression line between the production equipment and the lab equipment readings and a gain adjustment is calculated which will adjust the machine readings to match at an E value of 1.8 million PSI. This adjustment factor is then applied by calculating new long bar values for the machine for the two bending sections, inserting the long test bar in to each of the bending sections of the machine and adjusting the electronic gain to the new calculated long test bar values.
Typically the third stage of calibration is done only occasionally and the long test bar values from the last run of this calibration process are used in subsequent daily calibrations.
Both the Keller and Bechtel apparatus used the same calibration procedure when they were introduced and both procedures suffered from the shortcomings of that calibration procedure. With the machine idle, an aluminum test bar is introduced into a first bending section of the machine and the electronic means is adjusted for the desired output with the test bar in place, then that test bar is moved to a second loading section, rotated about the long axis by 180 degrees so load is applied to the same side of the bar and the second load cell amplifier is adjusted for its desired output, that desired output being the same for both bending sections with a value specific to the properties of the test bar.
This prior art calibration procedure works fine as long as the machine is adjusted mechanically to precisely equal bending deflections and those deflections never change during operation of the equipment and there is no change in the shape of the test bar. A calibration problem arises when a deflection change is introduced into the bending apparatus, resulting in a shift in calibration even though the load force was adjusted to precisely the correct value with the test bar in place. A problem of a slightly different type is introduced if the test bar is not exactly straight along its long axis, or if that straightness changes over time.
The original design of the test bars was carried through from the first Keller CLT [1] and has been in use from about 1962 to 2007. Un-explained calibration shifts were observed in a number of instances without a satisfactory explanation. Further investigation was launched to determine the cause and eliminate the effects. An experiment was devised to determine the magnitude of a calibration shift in the presence of a change in deflection in the machine. Readings were taken on a sample of lumber, a known deflection change was introduced into one of the bending sections by means of a 0.005″ thick shim placed under the load cell in a way that would increase the deflection in one bending section by the shim thickness and the readings were then repeated. Then the machine was recalibrated using the prior art methods and apparatus, and the lumber sample was again run to see if the change in calibration was properly compensated in the calibration process. The graph in
Another problem with the previous method is that it is impossible to manufacture the test bars sufficiently straight so that equal results can be obtained from two different sets of test bars. This makes particularly difficult calibrating two machines (with different sets of test bars) so they read the same. Fleet calibration, adjusting two or more machines to the same calibration, is approximate at best.
Another problem with the previous method is that when you compare the machine readings with the laboratory readings on a different sample of lumber, you get a different calibration point. This arises because the distribution of E values is different between lumber samples and slight nonlinear effects in the measurement process cause the calibration point to shift. Thus calibration is against a moving target, not a desirable situation.
After much experimental work it was determined that in fact the unexplained calibration shift could be traced directly to a deflection change. In the calibration of any measurement system there must be a specified tolerance for every adjustment, particularly in the age of the computer in which if you set the tolerance level to zero on a measurement you will always get an out-of-tolerance failure indicated. It was determined during these experiments that the practical tolerance limit on adjustment of the deflection in the machine would take the calibration error outside an acceptable tolerance range because the procedure using the original test bar design did not fully compensate for the deflection change.
Experience over the years has shows that sometimes test bars become damaged and bent, and that whenever this happens there is a shift in machine calibration with no indication to the operator that this has taken place. It only shows up in reduction of grade yield or out-of-control situations in the quality control testing procedures, either of which is time-consuming and expensive to correct.
It may be useful to point out that the prior art calibration system had been in use for a period of about 45 years in up to 120 plant locations in 10 different countries, and at no time during that period of exposure to operators did anyone discover the cause of the unexplained calibration shifts that occurred on a fairly regular basis.
The apparatus of the present invention provides for test bars that can be loaded from either side so that they may be used same-side-up in the machine. The mechanical features of the test bars are simplified eliminating many parts, and the elimination of the side weight used in the prior art bars makes the bars more streamlined and easier to load into the machine and move about during the calibration process.
What the New Process does
The present invention solves the problems of the prior art by taking the calibration through a new set of steps. A different type of test bar is required to carry out these steps.
Upon completion of these steps we have calibrated the machine against the long test bar stiffness, which has been previously measured and recorded. The effect of any bend in the long test bar has been compensated by bending in two directions.
This procedure compensates for mechanical discrepancies in the equipment and makes possible more stable operation, and thereby reducing the coefficient of variation of the calibration point. When this is accomplished one can reduce the grade threshold values which had previously been set with a margin of safety to accommodate the variation of calibration which this new apparatus and procedure now eliminates. The result is more accurate grading and higher grade yields and profits from a given lumber supply.
Performance of the new symmetric bar calibration system of the present invention is illustrated in
The steps of this procedure are embodied in a computer program that directs the operator through the several steps of the process, checks for errors at each stage and records the results in a calibration log for future reference.
An advantage of this method and apparatus is that the calibration results are now directly dependent upon only the EI value of the test bar, which EI value can be measured and recorded, and it becomes very simple and direct to include the EI measurement in the computer computations so that new test bars may be installed without making any other adjustments in the equipment.
Another advantage of this method and apparatus is that the calibration is independent upon the machine deflection settings and independent of the test bar straightness, even if the bar straightness changes over time.
Another advantage of the present method is that fleet calibration can be done very accurately because the bend in the test bars is no longer a factor in calibration and the EI value of the test bar is included in the calculation. This means that a number of machines can be calibrated to match their readings, a difficult process with the prior art methods.
The calibration resulting from this method and apparatus remains dependent upon the temperature effects on the EI product for the test bar. The effects of this dependency can be minimized by maintaining the test bars at a controlled temperature, or by applying a small adjustment factor to take into account the temperature effects.
It should be pointed out here also that while the short test bar 78 of
Method.
To reiterate, the method consists of the following steps:
In compliance with the statute, the invention has been described in language more or less specific as to structural features. It is to be understood, however, that the invention is not limited to the specified features shown, because the means and construction herein disclosed comprise a preferred form of putting the invention into effect. The invention is, therefore, claimed in any of its forms or modifications within the proper scope of the appended claims appropriately interpreted in accordance with the doctrine of equivalents.
Number | Name | Date | Kind |
---|---|---|---|
3196672 | Keller | Jul 1965 | A |
3760636 | Serry | Sep 1973 | A |
4289037 | Vinopal | Sep 1981 | A |
4926350 | Bechtel et al. | May 1990 | A |
4991446 | Bechtel | Feb 1991 | A |
5056370 | Maier | Oct 1991 | A |
5503024 | Bechtel et al. | Apr 1996 | A |
6053052 | Starostovic | Apr 2000 | A |
6055867 | Dunne et al. | May 2000 | A |
6381546 | Starostovic | Apr 2002 | B1 |
6505129 | Starostovic et al. | Jan 2003 | B2 |
7043990 | Wang et al. | May 2006 | B2 |
7047156 | Bechtel et al. | May 2006 | B1 |
7194916 | Ouellet et al. | Mar 2007 | B2 |
Number | Date | Country | |
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20100036633 A1 | Feb 2010 | US |
Number | Date | Country | |
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61126153 | Apr 2008 | US |