The Architectural Review and American Builders' Journal, Aug. 1869 — John Shaqi
The Architectural Review and American Builders' Journal, Aug. 1869Various
General
The Architectural Review and American Builders' Journal, Aug. 1869
Various
Architecture -- Periodicals
And, firstly, how shall floors be constructed? Before the “iron
period,” when our Washington Capitol, our City Hall, our old Exchange
and Custom House were built, the Roman Mediæval vaults only, were
used—either of stone or of brick plastered. When the width of a room
was too great for one span, granite columns or brick piers were used,
as in our old Exchange, now the Custom house. The floors above the
vaults were leveled up and paved with flags or marble tiles. As far
as grace, strength and absolute relief from the dangers of fire were
concerned, this was a perfect system. But now space is demanded; there
must be no more heavy piers and no great thickness of floors. We are
therefore forced to use a material which, though not combustible of
itself, will do little work if exposed to great heat; and in this is
seen the great difference between our fire-proof buildings of the
brick period and those of the iron period, and the inferior fire-proof
qualities of the latter. The problem now is, to use the minimum of
brick and the maximum of iron. I think, therefore, it must be conceded
that with the best we can do with this material, there is danger; and
the problem might be put thus: “Given Iron, make as nearly fire-proof
buildings as possible out of it.” What, then, has been done with it
thus far? For columns, we have used cast tubes of all shapes and sizes
and the wrought-iron pillars of the Phoenix Iron Company; for girders,
we have used compound beams of cast-iron, with wrought ties—built up
beams of various forms of rolled and plate iron, bolted and riveted
together—and common rolled beams, used double; for floor beams we first
used deck beams for wide spans and railroad iron for narrow spans;
these have now been superseded by the I beam of various sizes. The
Rolling Mills now have on their circulars I beams of great dimensions
and suitable for girders, but refuse to fill any but large orders;
indeed, I believe that only one mill has rollers for beams larger than
thirteen inches, while the others will not put up machinery until
they get large enough offers. So we are thus far deprived of large
smooth beams of one piece, for girders of long span—beams which no
one would desire to hide from view, but which might honestly tell
their use to every beholder. For supports between beams we have had
Peter Cooper’s _terra cotta_ pots and the four inch brick arches. The
former are out of use and the latter are almost universally employed.
Corrugated iron—first used in the Columbian Insurance building by Mr.
Diaper—has also gone out of use. The destruction of the Fulton Bank,
a so-called fire-proof building, sealed its fate as far as floors
are concerned.[B] We have also had the experiment of stone floors in
the American Exchange Bank, by Mr. Eidlitz, and repeated by another
architect in the Mutual Benefit Life Insurance Building, at Newark, N.
J. The stone slabs, brick arches, and the Parisian floors—of plaster or
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