Lead Smelting and Refining, With Some Notes on Lead Mining
Science
Lead Smelting and Refining, With Some Notes on Lead Mining
Lead -- Metallurgy; Lead mines and mining
With the introduction of concrete and expanded metal began a new
era of dust-chamber construction. It was found that a skeleton of
steel with cement plaster is very strong, light and cheap. The first
flue of the type shown in Fig. 29 was built after the design of E.
H. Messiter, at the Arkansas Valley smelter in Colorado. This flue
was in commission several years, conveying sulphurous gases from the
reverberatory roaster plant. The same company decided, in 1900, to
enlarge and entirely rebuild its dust-chamber system, and three types
of cross-section were adopted to meet the various conditions. All three
types were of cement and steel construction.
The first type, shown in Fig. 27, is placed directly behind the blast
furnaces. The cross-section is 273 sq. ft. area, being designed for a
10-furnace lead smelter. The back part is formed upon the slope of the
hillside and paved with 2.5 in. of brick. The front part is of ribbed
cast-iron plates. Ninety per cent. of the flue dust is collected in
this chamber and is removed, through sliding doors, into tram cars.
There is a little knack in designing a door to retain flue dust. It is
simply to make the bottom sill of the door frame horizontal for a space
of about 1 in. outside of the door slide.
The front part of the chamber, Fig. 27, is of expanded metal and
cement. The top is of 20 in. I-beams, spanning a distance of 24 ft.
with 15 in. cross-beams and 3 in. of concrete floor resting upon
the bottom flanges of the beams. This heavy construction forms the
foundation for the charging floor, bins, scales, etc.
[Illustration: FIG. 27.—Rectangular form of Concrete Dust Chamber.]
While dwelling upon this type of construction I wish to mention a
most important point, that of the proper factor of safety. Flue dust,
collected near the blast furnace, weighs from 80 to 100 lb. per cubic
foot, and the steel supports should be designed for 16,000 lb. extreme
fiber stress, when the chamber is three-quarters full of dust. If the
dust is allowed to accumulate beyond this point, the steel, being well
designed, should not be overstrained. Discussions as to strains in
bins have been aired by the engineering profession, but the present
question is “Where is a dust chamber a bin?” Experience shows that bin
construction should be adopted behind, or in close proximity to, the
blast furnaces.
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