ASCE 1193: The Water-Works and Sewerage of Monterrey, N. L., Mexico: The 4th article from the June, 1911, Volume LXXII, Transactions of the American Society of Civil Engineers. Paper No. 1193, Feb. 1, 1911.Conway, G. R. G. (George Robert Graham)
Science
ASCE 1193: The Water-Works and Sewerage of Monterrey, N. L., Mexico: The 4th article from the June, 1911, Volume LXXII, Transactions of the American Society of Civil Engineers. Paper No. 1193, Feb. 1, 1911.
_General Construction Scheme._--The concrete mixing plant, which
consisted of two No. 1 Smith mixers, was arranged in connection with the
bins and hoppers for the rock and sand on the high ground to the west,
and from there the material was conveyed on a framed timber gangway
carried right across the center of the reservoir, as shown by Fig. 1,
Plate XVII. From this central platform the concrete for the columns was
filled from stages placed on the top of traveling towers, 5 m. high,
which were run between two rows of columns on standard-gauge rails laid
on the floor of the reservoir. By this arrangement 24 columns could be
filled from each length of track. A main narrow track was also laid
right around the reservoir, with the necessary turn-outs.
[Illustration: PLATE XVII, FIG. 1.--FILLING PRIMARY BEAMS FROM TRAVELING
TOWER, OBISPADO RESERVOIR.]
[Illustration: PLATE XV, FIG. 1.--CONSTRUCTION OF WEST SIDE-WALL OF
OBISPADO RESERVOIR.]
[Illustration: PLATE XV, FIG. 2.--PRIMARY BEAMS AND COLUMNS, OBISPADO
RESERVOIR.]
[Illustration: PLATE XIV.--DETAILS OF FORMS FOR CONCRETE WORK, OBISPADO
RESERVOIR.]
The forms for the columns, primary and secondary beams, are shown on
Plate XIV. The side forms for the primary beams were struck in 24 hours,
so as to economize lumber; but the bottom lumber was left in position
for 28 days. To avoid much unnecessary timber, the secondary beam forms
were supported at the ends on reinforced concrete corbels cast on the
primary beams.
For placing the side-walls, a special traveling form was used, the
details of which are shown clearly on Plate XIV. At the end of each form
an expansion joint of 25 cm. was left to be filled after the roof was
placed in position. The concrete was delivered to the wall through
stove-pipe chutes, and carefully spaded by workmen in the limited space
between the forms and the embankment. The wall form was removed after 36
hours, by loosening the jacks and pulling forward the hooked tie-rods.
This form is also shown on Fig. 2, Plate XVI.
[Illustration: PLATE XVI, FIG. 2.--TRAVELING SIDE-WALL FORM, OBISPADO
RESERVOIR.]
[Illustration: PLATE XVI, FIG. 1.--PREPARING FLOOR FOR CONCRETING,
OBISPADO RESERVOIR.]
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