The Construction of the Small House: A Simple and Useful Source of Information of the Methods of Building Small American Homes, for Anyone Planning to BuildWalsh, H. Vandervoort (Harold Vandervoort)
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The Construction of the Small House: A Simple and Useful Source of Information of the Methods of Building Small American Homes, for Anyone Planning to Build
Walsh, H. Vandervoort (Harold Vandervoort)
Building; Dwellings
The materials used for this concrete work have much to do with its
success. Ordinarily there is no need of inspecting the cement, for
most of the well-known brands of cement on the market are about as
reliable as human effort can make them. The materials which do need
consideration, however, are sand and gravel. The one essential of sand
is that it be free from loam, mica, clay, and organic matter. No sand
should contain more than 3 per cent by weight of loam or clay or 1 per
cent of mica. The quantity of loam or other fine impurities can be
determined by shaking the sand up with water in a bottle, and allowing
it to settle. The fine impurities will settle on the top and its
proportional relation to the sand estimated. To determine whether the
sand has much organic matter in it, a 12-ounce prescription bottle can
be filled with sand to 4½ inches and then added to this should be added
a 3-per-cent solution of caustic soda until this solution and the sand
fill seven ounces. The contents should be shaken well and allowed to
stand for twenty-four hours. If the liquid which settles on top shows
a dark color, then the sand has too much organic matter in it, but if
it is clear or slightly yellow it may be used without washing. The
size of sand particles should be such that they will pass through a
quarter-inch screen.
The usual size of aggregates should range from one-quarter inch to an
inch and a half in diameter, and the various sizes should be so graded
that they will make the most compact mass. The common run of bank
gravel must be screened and washed. To make really good concrete that
is water-tight, the grading of the aggregate is most important.
In fact, to determine the various quantities that should be used of
the materials on hand, some method must be adopted to give the quantity
of cement necessary to fill the voids in the sand and the quantity of
cement and sand necessary to fill the voids in the aggregate. A rather
crude way of doing this is to employ water as the measure of the voids.
Fill a pail with sand, and then pour water into it until the water,
which is absorbed by the sand, comes to the same level as the sand.
Note the quantity of water used up. If it represented 45 per cent of
the volume of the sand, then it is known roughly that about 50 per cent
of the volume of the sand ought to be the quantity of cement needed to
fill in the voids of the sand. Thus, one part of cement to two parts
of sand. If now the gravel is measured in the same way and it is found
that the voids show about 40 per cent of the volume of the aggregate,
then, assuming a little more than the water shows, about 50 per cent
of sand and cement will be required to fill up these voids. That is,
there should be just twice as much stone as there is cement and sand.
We finally, then, arrive at the proportion for the concrete as follows:
1 part of cement to 2 parts of sand to 4 parts of gravel.
Public-domain text, read in full here on John Shaqi.
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