Concrete Cutting Dover Massachusetts
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Concrete Cutter
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and all surrounding Cities & Towns
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Dover
Massachusetts Concrete Cutting and Core Drilling
The
following directions for obtaining water-tight concrete are given by the
Portland Cement Association:
1. All portions of
the structure should be strong enough to resist the head of water, either
internal or external, to which the concrete may be subjected.
2. Use clean, well
graded aggregates.
3. Use a relatively
rich mixture, such as a 1:23, or 1:13.
4. Use the minimum
amount of mixing water that will give a workable, plastic consistency; not over
6 gallons per sack of cement.
5. Mix the concrete
at least 1 minute after all materials are in the mixer.
6. Place the concrete
carefully in layers 6 to 12 inches deep being sure to spade or rod it
thoroughly to prevent the formation of stone pockets or voids.
7. If possible place
the concrete in one continuous operation to avoid construction joints. If
placing is interrupted, be sure to get a good bond between the fresh concrete
and that placed previously.
8. Keep the concrete
warm and damp for the first ten days.
However,
waterproof concrete is more expensive to manufacture and place than ordinary
commercial concrete and it is often cheaper to apply a waterproofing to
ordinary concrete than to make better concrete. There are two main types or
methods for waterproofing concrete: integral and applied. Integral
waterproofing consists in introducing some substance into the mix to make the
concrete denser with fewer voids for the percolation of water, or to
incorporate some material which is water-repelling. For example, clay makes a
lean concrete less permeable by reducing the voids but it does not add to
strength. It is doubtful if any product will reduce the voids of a rich mix.
There is doubt concerning the permanency of many of the water-repelling
substances. Some of them reduce strength. In many cases additional cement is
the best and cheapest integral waterproofing excepting perhaps hydrated lime
which makes the mix "fatter," that is, lubricates it so that it is
more readily compacted into a dense mass. The other type, applied waterproofing, is
made up of pore fillers, plasters and membranes. The pore fillers are less used
than formerly except for damp-proofing. Some of the floor hardeners and certain
proprietary paints and compounds are undoubtedly effective for this purpose. The
plaster type of waterproofing is somewhat of a cross between the integral and
the applied types. A cement plaster made with an integral waterproofing agent
is applied to the inside surface of walls and floors in thicknesses usually
from I inch to 1 inch; forming a satisfactory finish for plastered walls or
wearing surface for floors. It is largely and effectively used in basements and
pits. All of the foregoing methods are ineffective however in preventing
leakage through cracks. For the standpipe type of structure or any other which
is liable to cracks there remains only the membrane waterproofing. This is
built up of fabric and asphalt or tar in manner similar to roofing and is
somewhat flexible. The membrane must be protected from abrasion by a heavy
concrete or brick covering and so it is very difficult to repair. It is much
more expensive than any other mode of waterproofing. While a plaster surface
cracks with the concrete it is very easy to repair and the leaks are of course
very easily found.
Are You in Dover Massachusetts? Do You
Need Concrete Cutting?
Call 800-799-9151
We Service Dover MA
and all surrounding Cities & Towns
Concrete
Cutting Dover MA Concrete
Cutting Dover Massachusetts
Concrete
Cutter Dover MA Concrete
Cutter Dover Massachusetts
Concrete
Coring Dover MA Concrete
Coring Dover Massachusetts
Core
Drilling Dover MA Core
Drilling Dover Massachusetts
Concrete
Sawing Dover MA Concrete
Sawing
Concrete
Cutting MA Concrete
Sawing Dover Mass
Concrete
Cutting Dover Mass Concrete
Cutting Dover Massachusetts
Concrete
Cutter Dover Mass Concrete
Coring Mass
Core
Driller Dover MA Core
Drilling Dover Mass
Dover
Massachusetts Concrete Cutting and Core Drilling