Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910: Federal Investigations of Mine Accidents, Structural Materials and Fuels. Paper No. 1171Wilson, Herbert M. (Herbert Michael)
History
Transactions of the American Society of Civil Engineers, vol. LXX, Dec. 1910: Federal Investigations of Mine Accidents, Structural Materials and Fuels. Paper No. 1171
Wilson, Herbert M. (Herbert Michael)
Building materials; Civil engineering -- Periodicals; Coal mines and mining -- Safety measures; Fuel
The castings for the base and the top head weigh approximately 48,000
lb. each. Each main screw weighs more than 40,000 lb., the lower
platform weighing about 25,000 lb., and the main cylinder, 16,000 lb.
The top of the machine will be about 70 ft. above the top of the floor,
and the concrete foundation, upon which it rests, is about 8 ft. below
the floor line.
[Illustration: PLATE XIV.
10,000,000-Lb. Testing Machine.]
_Concrete and Cement Investigations._--The investigations relating to
concrete include the examination of the deposits of sand, gravel, stone,
etc., in the field, the collection of representative samples, and the
shipment of these samples to the laboratory for analysis and test. These
tests are conducted in connection with the investigation of cement
mortars, made from a typical Portland cement prepared by thoroughly
mixing a number of brands, each of which must meet the following
requirements:
Specific gravity, not less than 3.10;
Fineness, residue not to exceed 8% on No. 100, nor 25% on No. 200
sieve;
Time of setting: Initial set, not less than 30 min.; hard set, not
less than 1 hour, nor more than 10 hours.
Tensile strength: Requirements applying to neat cement and to 1 part
cement with 3 parts standard sand:
-------------------------------+--------------+----------
| Neat cement. | 1:3 Mix.
Time specification. | Pounds. | Pounds.
-------------------------------+--------------+----------
24 hours in moist air | 175 | ...
7 days (1 day in moist air, | 500 | 175
6 days in water) | |
28 days (1 day in moist air, | 600 | 250
27 days in water) | |
-------------------------------+--------------+----------
Constancy of volume: Pats of neat cement, 3 in. in diameter, ½ in.
thick at center, tapering to a thin edge, shall be kept in moist air
for a period of 24 hours. A pat is kept in air at normal temperature
and observed at intervals for at least 28 days. Another pat is kept in
water maintained as near 70° Fahr. as practicable, and is observed at
intervals for at least 28 days. A third pat is exposed in an
atmosphere of steam above boiling water, in a loosely-closed vessel,
for 5 hours. These pats must remain firm and hard and show no signs of
distortion, checking, cracking, or disfiguration.
The cement shall not contain more than 1.75% of anhydrous sulphuric
acid, nor more than 4% of magnesium oxide.
A test of the neat cement must be made with each mortar series for
comparison of the quality of the typical Portland cement.
The constituent materials are subjected to the following examination and
determinations, and, in addition, are analyzed to determine the
composition and character of the stone, sand, etc.:
1.--Mineralogical examination,
2.--Specific gravity,
3.--Weight, per cubic foot,
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Elsewhere in the archive
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account