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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3o8
THE MECHANICAL HANDLING OF MATERIAL
At the other extremity are the heavy cableways used for wide excavations, the
operations performed being the dragging of a huge self-loading scraper-bucket, the
hoisting of this bucket when filled, and its transportation and final dumping near
the end of the cableway on the spoil bank raised at one side of the excavation.
1 he cableway here comes into direct and successful competition with the heavy
boom-derrick doing the same work but with a substantial saving in first cost and
certainly no disadvantage in operating expense. Such installations are used for
building retaining walls, concrete bridges, dams, and dock work, and not only for
removing the material excavated, but also conveying to the workmen the necessary
material such as concrete, blocks of stone for building purposes, baulks of timber,
steel plates or other structural work.
Any of the well-known forms of automatic buckets to pick up their own loads may
be used. Ordinary grabs or “ orange-peel ’ buckets serve to load or unload sand, coke,
coal, and any other loose materials from or into boats, stock piles or bins. Dredging of
channels, excavating for docks, and similar operations are carried on from solid ground
with economy and speed, and heavy excavating buckets or dredges are now used for this
work, for which formerly only a steam shovel could be employed. A heavy drag line,
operated by a powerfully geared drum turned at a slow speed, tows the bucket along
the cableway, the steel cutting edge shaving off a layer of earth, which rolls up on itself in
the bucket. When the scraper is full the bucket is hoisted, propelled along the cableway,
and dumped at any desired point. The draught may be varied by simply changing the
position of the carriage with respect to the bucket; this power of altering the angle of
draught is, of course, of great importance, because in this way the bucket can be easily
adapted to the character of the material and the required depth of cut.
The cable for such operations is stretched transversely to the excavation as in digging
a canal, and the scraper works from the centre towards the side of the channel, dragging-
up the bank as it fills.
A cableway properly equipped for such excavations is adaptable equally well to work
with most foims of bucket, and is thus readily adjusted to the requiremsnts of whatever
conditions may be found.
The designing of a cableway suited to any special requirement needs experience and
sound judgment. 1 he main cable is of steel wires, and as great flexibility is not essential,
this may be of flattened strands. Lang-lay or locked-coil rope gives a greater wearing
strain than the regular twisteckstrand rope. I he main cable passes at each end over
terminal towers, of which the head tower containing the engine is generally higher than
the tail tower, sometimes by as much as 20 ft. The cable is securely anchored to the
ground, the anchorage being of stone or concrete, and is put in position by tackle-blocks
and rope the usual sag allowed with full load suspended at its centre is about 5 per cent,
of the span, the resulting strain on the cable being five times the weight of the carriage
and load, plus two-and-a-half times the weight of the suspended cables between the
towers. If the propoition of the load and span permit, the sag can be less than 5 per
cent., thus allowing a reduction in the height of the towers. Since the strain on the
anchorage connections is heavy, and failure of the support very dangerous, the attachment
should be most carefully placed; a heavy log may be buried transversely to the cable in
a trench in the ground, the main cable being attached to the centre of the log, thus
having the log resting against masonry or concrete foundations and undisturbed ground.
If so-called “ dead-men ” are used they may be buried in a mass of concrete if the erection
is to be permanent, or attached to a massive anchorage of masonry or concrete with steel
rails or beams embedded to distribute the strain of the cable. On permanent work it is