The Viaduct Works' Handbook
Forfatter: Henry N. Maynard
År: 1868
Forlag: E. And F. N. Spon
Sted: London
Sider: 108
UDK: 624.3
Being A Collection Of Examples From Actual Practice Of Viaducts, Bridges, Roofs, And Other Structures In Iron; Together With Tables Of Prices, Weights, And Other Information Useful To Engineers In Design And Estimating Wrought And Cast-Iron Work
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53
with advantage in a case where a bridge crosses a ravine, for the
most part nearly dry, but occasionally subject to heavy and rapid
floods, where also the foundation is of a soft nature. The up-stream
side is protected by wrought-iron guards, against accident to the
cast-iron columns that might happen by floating bodies striking
them during flood times. The foundation is formed by screwing
wrought-iron piles into the soil to as great depth as practicable, the
heads are then cut off to the required height, and base plates are
firmly attached to them.
Screw Piles.—Hollow tubes of cast-iron and solid bars of
wrought-iron, cast or fitted with the "Mitchell” screws, are manu-
factured at the Viaduct Works for piers of bridges, foundation
supports for lighthouses, landing stages, jetties, moorings, &c. The
sustaining power of a well-made and well-fitted screw in a firm
sand, is a load in tons equal to five or six times the square of the
diameter of the screw in feet. Cast-iron tubes are generally found
convenient in from 9-feet to 12-feet lengths, with their meeting
surfaces planed; wrought-iron can be employed in much longer
lengths, without risk of fracture in transit, and are less fiable to be
broken by concussion from vessels or floating timber, or other objects,
when ultimately fixed in place. Wrought-iron solid piles are
generally preferred in as long lengths as can conveniently be put on
board ship; but it will frequently occur that small vessels only can
approach the spot where it is desirable or necessary to load or tran-
ship the work. Joints, simple in adjustment, can be made; it is
desirable, however, that these be avoided as much as possible in so
much of the length of the pile as will be subjected to torsion in the
process of screwing down.
The process of screwing down is very simple. A light framing
of wood is generally made so as to hold the pile to be screwed, and
by driving a few temporary wood guide piles, the whole is adjusted
to the exact spot; a capstan wheel, from 15 feet to 20 feet diameter,
is then fitted on to the upper part of the pile, and held by tem-
porary keys; a rope is passed round the circumference of this wheel
and attached to a crab winch on shore, which causes the wheel and
same to revolve when set in motion, and a slight pressure on top of
the screw causes it to enter.