Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
(_b_) Machine Mixing: The mixing should be done in a batch machine
mixer of a type which will insure the uniform distribution of the
materials throughout the mass, and should continue for the minimum
time of 1½ minutes after all the ingredients are assembled in the
mixer. For mixers of 2 or more cubic yards capacity, the minimum
time of mixing should be 2 minutes. Since the strength of the
concrete is dependent on thorough mixing, a longer time than this
minimum is preferable. It is desirable to have the mixer equipped
with an attachment for automatically locking the discharging
device so as to prevent the emptying of the mixer until all the
materials have been mixed together for the minimum time required
after they are assembled in the mixer. Means should be provided to
prevent aggregates being added after the mixing has commenced. The
mixer should also be equipped with water storage, and an automatic
measuring device which can be locked if desired. It is also
desirable to equip the mixer with a device recording the
revolutions of the drum. The number of revolutions should be so
regulated as to give at the periphery of the drum a uniform speed.
About 200 feet per minute seems to be the best speed in the
present state of the art.
(_c_) Hand Mixing: Hand mixing should be done on a water-tight
platform and especial precautions taken after the water has been
added, to turn all the ingredients together at least 6 times, and
until the mass is homogeneous in appearance and color.
(_d_) Consistency: The materials should be mixed wet enough to
produce a concrete of such a consistency as will flow sluggishly
into the forms and about the metal reinforcement when used, and
which at the same time can be conveyed from the mixer to the forms
without separation of the coarse aggregate from the mortar. The
quantity of water is of the greatest importance in securing
concrete of maximum strength and density; too much water is as
objectionable as too little.
(_e_) Retempering: The remixing of concrete and mortar that has
partly reset should not be permitted.
_Placing Concrete_
(_a_) Methods: Concrete after the completion of the mixing should
be conveyed rapidly to the place of final deposit; under no
circumstances should concrete be used that has partly set.
Public-domain text, read in full here on John Shaqi.
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