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Crack
management
Joints
cut in concrete manage the inevitable cracking process. Here’s how
to help concrete crack where you want it.
“A
concrete joint is really a controlled crack,” explains Rick
Norland, trainer for the Concrete Sawing and Drilling Association.
“The trouble is, cutters are the last to go on the slab and often
get blamed for everything that goes wrong with the slab, even though
it was not their fault,” he says.
Norland
speaks from experience. He’s a mechanical engineer by training and
has cut miles of concrete as a trade. With all of those hours behind
a concrete saw and through his follow-up work with contractors and
owners, he can identify the problems projects face when the
inevitable cracking process ends up somewhere other than at the
straight joint.
Joints
“make” the weakest point
“The
joint is the Achilles heel of a slab. It provides a plane of
weakness to ensure that when the slab shrinks during curing, the
crack develops in a straight, predictable line. It is a sign to the
concrete to ‘crack here,’” he says.
However,
making a joint in concrete can also make the slab vulnerable.
Improperly cut joints can spall, creating a lip or larger gap that
makes for a rough ride or a safety hazard. A misplaced joint will
not prevent the concrete from developing a crack elsewhere in the
slab, resulting in a crooked, weaving fracture that affects the
concrete’s beauty and longevity.
Factors
affecting joint cutting
For
best results, concrete must be cut at the right time in the curing
process. However, many factors affect concrete curing. That can make
joint cutting a slow, less precise process. “If you ask questions
upfront, you will have a better idea how fast the concrete will cure
before it cracks. This affects the joint-sawing window,” he says.
The
most common factors affecting cure time include sudden temperature
changes during placement or curing; or additives such as fly ash,
ground granular blast furnace slag (GGBFS), set retarders or
accelerators.
A
little bit of knowledge can go a long way in understanding the
joint-sawing window. “Ask if fly ash or other additives that can
affect the cure rate have been added. Ask if the concrete is coming
from the same plant or different plants. If fly ash is used in the
mix, there will be inconsistencies between the two plants and it
will affect cure time,” he says.
Hitting
the sawing window takes some experience. Norland suggests taking a
pocket knife, key or nail and do a scratch test on the curing
concrete. “If the surface aggregate can’t be scarified, it is
time to cut,” he says, “If the joints begin to ravel during
cutting, you need to wait.”
The
slab cures from the bottom to the top. If the air temperature is
very cool, Norland recommends cutting every third or fourth cut to
relieve stress, then come back and make the other cuts.
“Fly
ash slows the curing process; so does GGBFS, but when it cures, it
cures fast. Other set retarders push out and lengthen the curing
window while set accelerants speed up the process, so you may need
more saws and more manpower on large jobs,” he says.
Accelerants
are often used in late-season pours. If the concrete has been
covered to help the curing process, you can pull the blanket back,
make the cut, then put the blanket back over the concrete.
Joint
depth drives cracks
Depending
on the application, joint depth will vary. “Typically, joints are
designed to be D/3, D/4 or D/10 cuts where D equals the thickness of
the concrete. D/10 cuts are usually made with dry-cutting equipment.
The deeper cuts are made with walk-behind wet-blade units that can
cut two or more inches into the concrete,” he says.
Norland
says research reveals that a D/6 and D/7 joint is the least amount
of cutting depth needed to prevent uncontrolled parallel cracking
over time.
The
challenge of making an effective joint is cutting it to the best
depth and width without it spalling. To do that with a dry-cut saw,
use the biggest saw possible.
If you
are doing a shallow cut, such as D/6 or D/10, an up-cut saw should
be used. If you are sealing the joint, the cut must be 1/4"
wide; an up-cut saw also removes more dust from the crack for better
sealant bonding.
The
cutting process
Diamond
saws wear as part of the cutting process. As the blade wears, the
operator must adjust the blade to assure it is making the cut to the
proper depth. “This is a big problem because some operators forget
to check cutting depth. That can lead to cracks in the wrong
areas,” he says.
Blades
that act hard will last longer, but they cut slower and cause more
spalling. Blades that act soft cut faster but wear out faster, so
you must balance speed with blade cost and spalling concerns.
Depending
on the cutting method and joint depth, step cutting may be needed to
reach the proper depth.
“If
you are green-cutting concrete, don’t step cut because you can’t
cut straight on the second cut.
“In
cured concrete, the saw should be operated to get 10' of cutting per
minute. That is the most efficient cutting speed. If you go slower
than that, the operator’s attention span suffers; if you go faster
than that, the saw blade wears too fast,” he says.
Manage
spalling
Spalling
may be one of the few things the saw operator can control in the
whole paving operation. “Spalling is more affected by saw
condition and cutting window than by depth of cut,” says Norland.
With a
down-cut saw, concrete will spall when there is not enough concrete
to hold the aggregate in place. “It is exacerbated when the saw is
poorly maintained. If the saw pounds while down-cutting, the unit is
misaligned and likely needs maintenance. Worn bearings, worn wheels
and spindles that are out of alignment or are worn can also cause
cutting problems,” he says.
On
up-cut saws, concrete will spall if the exit forces go into uncut
concrete. Up-cut saws tend to cause less spalling than down-cut saws
because the cut fully supports the aggregate. Smaller-hp units are
typically up-cutting saws.
Hydraulic
undercutting can also cause spalls. “This happens when too much
water is applied to cool the blade. The blade spins at 16,000 sfm,
which creates a pumping action of the water into the crack at
pressures as high as 3,000 psi. This much pressure can blast a
cavity into the cut and weaken the concrete next to the cut so that
it eventually spalls. To reduce spalling, use the least amount of
water needed to cool the blade,” he says.
Pushing
the saw too hard can cause spalling. “You know Bubba is pushing
too hard on the saw if only one side of the cut is spalled.
Operators should push on the left side of the machine to accommodate
the pull of the saw on the right side of the machine,” he says.
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Concrete
sawing tips
In the many years that Rick Norland has been working with
concrete, he has identified several tips that can make
concrete work faster and more accurate. Follow these tips and
you’ll likely have fewer or no cracks where you don’t want
them.
•
If the slab will be installed over a lean concrete base (large
aggregate, little cement) that has not had joints installed,
reflective cracks will appear in the slab regardless of joint
location and spacing. A joint should be installed in the lean
concrete base, and the joint in the slab should be directly
over the lean concrete base joint.
•
If you are laying new concrete over old, working cracks in the
old concrete will reflect through the new concrete. You must
tie down the base or make cuts that account for them in the
new material.
•
If the concrete is only going to be 2" or 3" thick
over asphalt, you will need to saw extensively to accommodate
cracks in the asphalt.
•
If there are any changes in foundation thickness, a joint will
be needed where the thickness changes.
•
Decorative radius cuts must be treated as such: they are for
decoration only. A decorative cut isn’t a crack-control
joint, so it’s important to put the crack control joints in
first. To make the decorative radius cut, come back with a
narrow diamond blade on a saw with its rear wheels positioned
as close as possible to the blade.
•
Interior posts or other building materials that create a sharp
notch in interior concrete will create a crack. To manage the
cracking on floors inside buildings, put an isolation joint
around the column as shown at right. |
Published
in the November/December 2003 issue of Contractor Tools and
Supplies magazine.
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