The Mechanical Handling and Storing of Material
Forfatter: A.-M.Inst.C E., George Frederick Zimmer
År: 1916
Forlag: Crosby Lockwood and Son
Sted: London
Sider: 752
UDK: 621.87 Zim, 621.86 Zim
Being a Treatise on the Handling and Storing of Material such as Grain, Coal, Ore, Timber, Etc., by Automatic or Semi-Automatic Machinery, together with the Various Accessories used in the Manipulation of such Plant
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CHAPTER XXV
AERIAL CABLEWAYS OR CABLE-CRANES1
An important development of the ropeway is the aerial cableway, which may be
defined as a hoisting and conveying device employing as a trackway a suspended
cable in one clear span. The term “cableway” as well as the special application
of the process is of American origin. The cableway is designed to handle single
loads intermittently in a suitable receptacle over moderate distances by means of
travelling, hoisting, and propelling lines. The main cable, supported high in the
air over its terminal towers, provides a roadway independent of obstructions or
the conformation of the ground. It may cross a gorge, valley, stream, road, or
railway, depending on no support, except at its terminals. It does not interfere
with the passage of wagons, trains, or boats below the cable, so that the work can
be carried on simultaneously at several points in the line. Its single engine is
manipulated by one man, who may control the whole work of loading, transporting,
and dumping, in many cases without the aid of other help.
In its earliest form the cable hoist conveyor was made in two designs, one
suitable for downward inclines only, in which the carriage descends by gravity and
where one haulage rope only is required; this type is often employed in quarries.
The other (the more important of the two) is applicable either to horizontal lines
or to lines where the incline is not sufficient for the carrier to descend by its own
gravity, in which case the hoisting and conveying are effected by two separate ropes.
The classes of cableways mostly used are of three types; the simplest form
being the stationary cableway, having fixed towers at each end. Another form employs
travelling towers at each end which can be moved on rails laid parallel to each other;
while the third, for radially travelling cableways, employs a fixed tower at one end,
and a travelling tower at the other which can be moved over a curved track round
the pivoted or stationary tower as a centre.
The limit of span for aerial cableways is about 2,500 ft., although spans of
3,000 have been negotiated. The carriage being secured to an endless line which
absolutely governs its movement, may travel at a very high speed if desired, 1,800 ft.
per minute or even slightly more—a maximum of 3,000 ft. has been reached in the
United States—and the load lifted and conveyed may be up to 20 tons on moderate
spans. In this country, however, the most usual speed is from 500 to 7 50 ft. for
travelling, the hoisting speed being about 200 to 300 ft. per minute.
The work performed, in the simplest form, is the lifting of a bucket or skip
previously filled by labourers and conveying the load along the cableway to the
end where it is dumped by another man. This system is used for trenching, the
cableway being set up over and in line with the trench. The material from the
excavation is carried back along the line and dumped to back-fill the trench and
for similar work. The whole cableway is moved forward from time to time, as
the work proceeds.
1 Extracts from an article by Sterling H. Bunnell on “The Cableway and its Uses, from Cassier s
Magazine, are embodied in the following.
307