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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99
small chain, attached to the piston already described, is put in motion
by a common reciprocating lever, similar to a portable smith’s forge
handle, or any other convenient means, and immediately the piston
is moved it agitates the water and causes a partial vacuum in the
wrought-iron cylinder, into which the water and sand are drawn
through the projecting pipe, the water escaping through suitable
valves arranged in the top in the manner shown by sketch, whilst
the sand falls inside; a few strokes of the piston causes the
machine to become filled with sand, when it is hoisted to the top,
and a small suitable truck is ready to receive it; when in the truck
the cottars are loosened, and the bottom of the machine is separated
and another bottom is put on, and it is again lowered for a repetition.
In some cases, where clay in small patches has to be encountered,
the bottom of the machine is made with radial feathers of wiouglit-
iron plate, + an inch thick, sharpened and steeled at edges; these are
about 9 inches deep. When anything hard is met with the pump is
lifted 3 or 4 feet and let fall again several times, and by this means
the clay, or whatever it may be, is broken up, and can be easily
drawn into the pump. The pump will lift stones, or even bricks if
not too large for the projecting pipe; it has lifted many of 14 lbs.
weight.
The price varies according to the size of the pump, and is from
£25 upwards.
STRAINS ON GIRDERS.
The method of ascertaining the amount of strain upon various
parts of a girder, of class No. 1, is very simple. It may be