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Concrete Cutter Call 207-284-0788 We Service Hollis, ME
and all surrounding Cities & Towns Concrete Cutter Hollis ME Concrete Coring Hollis ME Core Drilling Hollis ME Concrete Sawing Hollis ME Concrete Sawing Hollis Maine Concrete Cutting Hollis Maine Concrete Cutter Hollis Maine Concrete Coring Hollis Maine Core Driller Hollis ME Core Drilling Hollis Maine As
a graphical check on the work, a circle drawn about o as a center, and with oc as a radius, should also pass through the points a and since
some prefer a numerical solution to determine the radius for a given span and
rise, the radius for this case may be computed as follows: The line ac equals
the square root of the sum of the squares of the half-span and the rise, which
equals + cc but the angle cac = angle cod, and, from similar concrete triangles, we may
write the proportion: This equals numerically in the above case, 109 -i- 6 = 18.17. Applying the above rule for the depth of the
keystone, we would find for this case that the depth should be found. Since the
total pressure on the concrete is always greater at the concrete abutment than
at the crown, the depth of the stones near the end of the concrete arch should
be somewhat greater than the depth of the keystone. We shall therefore adopt,
in this case, the dimensions of 18 inches for the depth of the keystone, and 2
feet for the depth at the skewback. We shall assume that the earth or cinder
fill on top of the concrete arch has a thickness of one foot at the crown, and
that it is level on top. There are,
however, possibilities of producing artificially colored concrete work of which
some notice should be given. The coloring-matter should not exceed 5 per cent
of the weight of the cement and should be mixed with the dry cement before
water is added. Nothing but mineral coloring should be used. The following
table taken from "Cement and Concrete," by L. C. Fabin
is generally accepted as authority for mounts of a different color and
material. There
will be exceptional cases where it is necessary, or desirable, to color
concrete surfaces after the surface has been completed. For this purpose cement
paint should be used, several brands of which are now manufactured, in a
limited number of colors, by reputable concrete cutting companies. There
remains only one further feature of concrete surfaces to be discussed and that
is the producing of mosaics or pattern work. The plasticity of concrete makes
it lend itself particularly to the reproduction of beautiful designs which may
be secured in a variety of ways. For the more elaborate designs the pieces of
marble, if that be the material selected, should be glued face down upon tough
paper, in the same manner in which concrete floor tiles are prepared for
laying. This paper, with the design upon it should be placed in the forms and
the concrete rammed in place. After the forms are removed, and the concrete
allowed hardening, the paper should be removed by wetting. -Then clean the face
of the finished design by the usual acid solution 3 parts of water to 1 part of
commercial muriatic acid. Concrete made from carefully selected material properly
mixed and properly placed, under ordinary conditions should be watertight. All
the waterproofing materials in the world will not insure a tight job unless the
foregoing conditions are met. We shall
also assume that the concrete arch ring is composed of stones which weigh 160
pounds per cubic foot and we shall therefore consider 160 pounds per cubic foot
as the unit-weight in determining the reduced load line. From the extremities
of the extrados, draw verticals until they intersect the upper line of the
earth fill. For convenience we shall divide the horizontal distance between
these verticals into 11 equal parts, each to be about 2 feet wide. Draw
verticals through these points of division down to the extrados; then draw
radial lines from the extrados to the intrados. These lines are drawn radically
from a point approximately halfway between the center of the extrados and the
center of the intrados. This means that the joints, instead of being exactly
perpendicular to either the extrados or intrados, have a direction which is a
compromise between the two. The discrepancy is greatest at the concrete
abutments, and approaches zero at the crown. Are You in Hollis Maine? Do You Need Concrete Cutting? We Are Your Local
Concrete Cutter Call 207-284-0788 We Service Hollis, ME
and all surrounding Cities & Towns |