Home > Products > Timber Grading Equipment > A-grader
Timber Grading Equipment
A-grader Introduction
[-- How
A-grader works? --] [--
A-grader Tests Results --]
A new grading technology which determines the stiffness of timber using sound.
Developed in conjunction with Forest Research of Rotorua, the A-grader can measure the Modulus
of Elasticity on green rough-sawn, dry gauged timber, and long or short timber blocks.
This grading technology can be applied in the following applications:
Sorting by stiffness on green-sawn, random size and random length timber on the green chain.
Stiffness grading of finger joint blocks.
Sorting by density for efficient kiln drying.
Stiffness grading on random length dried and gauged timber.
The ability to sort for stiffness prior to kiln drying
saves on drying low stiffness lengths that are normally rejected
later on in the sawmill. Linking this green stiffness information
back to log supply will provide very quick feedback as to the
quality of the logs and expected grade recoveries. This
type of technology has been proven on grading kiln-dried
timber and can be fitted into existing timber lateral lug chain
decks with relative ease.
Many re-manufacturing companies buy finger-joint blocks
to produce structural products such as studs. The final
studs then need to be graded for sale, and those that do not come
up to scratch must be sold as a lower grade or used elsewhere.
A significant amount of time, energy and money is regularly spent
on these rejected products. The logical approach is to grade the
raw material first, culling out substandard blocks. This
dramatically decreases the reject studs at the end of the process.
The A-grader can stiffness grade these blocks at fingerjoint
production speeds so they can be sorted into stiffness groups
corresponding to the final product stiffness requirements.
The A-grader's versatility cannot be matched.
[--Back to Top--]
How does the A-grader
work?
[-- A-grader
Introduction --] [--
A-grader Tests Results --]
The A-grader is based on the principle of sonic resonance.
Just as a bell rings when it is struck, so does almost any other
physical thing with sufficient stiffness. This principle has been
used for a long time to check the quality of products —
like the crystal glass maker of old checking the quality of the
crystal by listening to the ring that is made when a rod of the
crystal glass is struck.
Not all materials produce such a loud, clear ring as crystal
might when struck, but as technology evolves so the applications
to which we can put this principle grow. Fifty years ago the advent
of cheap, goodquality, electronic amplifiers saw sonic resonance
being regularly used to check the stiffness of concrete samples.
What can be applied to concrete can be applied to timber, and
in the last 20 years or so people have used sonic resonance to
check the stiffness of wood in various forms, from tree stems
right down to laboratory samples the size of matchsticks. The
only obstacle to this has been sufficiently developed technology.
The fundamental principle used in the A-grader is based
on a sonic wave moving repeatedly from one end of the timber to
the other. The sonic waves used in the A-grader are called compression
waves because as they move along the timber they compress and
expand the timber. This compression is very small; you can’t
see it, but you may be able to feel it. It should be no surprise
then that these sonic compression waves are affected by the stiffness
of the timber. In fact, the speed of the wave is affected by the
stiffness — as the stiffness increases the speed increases.
Unfortunately, it’s not just the stiffness that
affects the speed of these sonic waves, but also the density of
the timber; as the density increases the speed decreases. This
makes sense, because the heavier something is the harder it is
to move around —heavier things move more slowly, you might
say.
Back to resonance; as these sonic waves bounce backwards
and forwards along the timber some of the waves almost exactly
overlap. These overlapping waves build up and become bigger, while
the sonic waves that don’t overlap tend to cancel each other
out. The sonic waves that build up on each other are resonating.
It’s very much like being on a playground swing —
if you push at the right time when the swing is swinging you make
the swing move out more, if you push at the wrong time you make
it stop.
By looking at which sonic waves become large compared to
the other waves, we can tell how often the sonic waves are bouncing
backwards and forwards along the timber. Then by knowing the length
of the timber, we can determine the speed of the waves. Now that
we know the speed of the sonic waves, we then use the density
of the timber (determined from its weight and dimensions) to calculate
the stiffness. The A-grader measures both the density of the timber
and speed of the sonic waves in the timber to produce a stiffness
value for the timber.
There are two technologically demanding aspects to measuring
the speed of the sonic waves in timber on a chain: enerating and
measuring the vibrations of the timber when it is moving on a
chain, and quickly working out which sonic waves are resonating.
The former requires non-contact devices or devices that track
with the timber, and the latter requires cunning signal-processing
algorithms and significant computer processing power.
This article was taken from Forest Research's Sawmilling
Newsletter Issue 35 May 2004. Thank you to Grant
Emms and Forest Research for allowing us to use this article.
[--Back to Top--]
A-grader Test Results
[-- A-grader
Introduction --] [--
How A-grader works? --]
Please note below the results of a trial where 120 pieces
of 100x50 were graded by the A-grader, then planer gauged and tested
for Quality Assurance bending stiffness in accordance with AS/NZS4063:1992.
Figure 1 plots these results along with some laboratory data.
There appears to be no significant difference between the two sets
of data indicating the A-grader is working extremely well.

Figure 1: A-grader verses Quality
Assurance Bending stiffness.
The distribution of bending stiffness by grade is shown
in Figure 2. In this Figure you can note the grades are well defined
and distinctly different.

Figure 2: Cumulative Frequency Distributions for the Graded Timber
[--Back to Top--]
|