Scientific American Supplement, No. 497, July 11, 1885 — John Shaqi
Scientific American Supplement, No. 497, July 11, 1885Various
Science
Scientific American Supplement, No. 497, July 11, 1885
Various
Science -- Periodicals
As the Ourcq Canal had no regular period of closing, it was necessary
to construct the bridge without hinderance to navigation. The idea of
altering the canal's course could not be thought of, for the proximity
of the fortifications and of the bridge over the military road was
opposed to it. Moreover, the canal administration insisted upon a free
width of 26 feet, which is that of the sluices of the St. Denis Canal,
and which would have led to the projection of a revolving bridge of 28
feet actual opening in order to permit of building foundations with
caissons in such a way as to leave a passageway of 26 feet during
operations.
For these reasons it was decided to construct a metallic bridge that
should be lifted by means of counterpoises and balanced after the manner
of gasometers.
The free width secured to navigation is 28 feet. The bridge is usually
kept raised to a height of 16 feet above the level of the water in order
to allow boats to pass (Fig. 2). In this position it is balanced by four
counterpoises suspended from the extremities of chains that pass over
pulleys. These counterpoises are of cast iron, and weigh, altogether,
44,000 pounds--the weight of the bridge to be balanced, say 11,000
pounds per counterpoise. Moreover, each of the four chains is prolonged
beneath the corresponding counterpoise by a chain of the same weight,
called a compensating chain.
The pulleys, B and C, that support the suspension chains have
projections in their channels which engage with the links and thus
prevent the chains from slipping. They are mounted at the extremity of
four latticed girders that likewise carry girder pulleys, D. The pulleys
that are situated at the side of the bridge are provided laterally
with a conical toothing which gears with a pinion connected with the
maneuvering apparatus.
The two pinions of the same side of the bridge are keyed to a
longitudinal shaft which is set in motion at one point of its length by
a system of gearings. The winch upon which is exerted the stress that
is to effect the lifting or the descent of the bridge is fixed upon the
shaft of the pinion of the said gearing, which is also provided with a
flywheel, c. The longitudinal shafts are connected by a transverse one.
e, which renders the two motions interdependent. This transverse shaft
is provided with collars, against which bear stiff rods that give it the
aspect of an elongated spindle, and that permit it to resist twisting
stresses.
The windlasses that lift the bridge are actuated by manual power. Two
men (or even one) suffice to do the maneuvering.
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