Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
Cement pipe is made by ramming a mixture of cement, sand, and water into
a cylindrical mold and allowing it to stand until set. The mold is then
removed and the pipe stands for a further period of time to become
cured. The selection and proportion of materials, the amount of water,
the method of ramming, the period of setting, the length of time of
curing, and the control of moisture and temperature during this period
are of great importance in the resulting product. E. S. Hanson[52]
states that the most conservative engineers recommend a mixture of one
sack of cement to 2½ cubic feet of aggregate measured as loosely thrown
into the measuring box. In making up the aggregate, clean gravel or
broken stone up to ¼ inch in size is used. The American Concrete
Institute recommends that 100 per cent pass a ½-inch screen, 70 per cent
a ¼-inch screen, 50 per cent a No. 10, 40 per cent a No. 20, 30 per cent
a No. 30, and 20 per cent a No. 40. The materials should be carefully
graded by experiment and not guessed at, as the behavior of all
aggregates is not the same. Too coarse an aggregate is difficult to
handle in manufacturing. It causes loss of pipe when the jacket or mold
is removed and results in rough pipe, stone pockets, and pin holes
through which water spurts when pressure tests are applied. Too fine an
aggregate causes loss of strength and with ordinary mixtures tends to
produce a pipe which will show seepage under internal pressure tests.
The amount of water in the mixture will vary, from 15 to 20 per cent.
The mixture should appear dry but should ball in the hand under some
pressure.
[Illustration:
FIG. 74.—Details of 24–Inch Concrete Pipe Form.
]
The mixture can be rammed into the molds by hand or machine. A
machine-made pipe is preferable as it produces a more even and stronger
product. There are two types of machines for this purpose. One type
consists of a number of tamping feet which deliver about 200 blows to
the minute with a pressure of about 800 pounds per square inch of area
exposed. In the other type a revolving core is drawn through the pipe,
packing and polishing the concrete as it is pulled through, with special
provision for packing the bell of the pipe. The tamping machines can
make 1,500 feet of small size pipe to 300 feet of 24–inch pipe in a day.
Machines of the second type can make 750 feet of 8–inch to 200 feet of
30–inch pipe in 30–inch lengths in 9 hours. The inside and outside forms
for a 24–inch pipe are shown in Fig. 74 as used with the tamping
machines. The forms are swabbed with oil before being filled in order to
facilitate their removal. In making a Y-branch or other special, a hole
is cut in the pipe or mold the size of the joining pipe which is then
set in place and the joint wiped smooth with cement.
TABLE 38
PROPERTIES OF CEMENT CONCRETE SEWER PIPE
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