Attack of Fortified Places. Including Siege-works, Mining, and Demolitions.: Prepared for the use of the Cadets of the United States Military AcademyMercur, James
History
Attack of Fortified Places. Including Siege-works, Mining, and Demolitions.: Prepared for the use of the Cadets of the United States Military Academy
Mercur, James
Defensive (Military science); Military engineering; Offensive (Military science); Siege warfare
This frame is usually placed with its top flush with the surface of the
ground. The miner proceeds to excavate the shaft with pick and shovel,
making it large enough in plan to admit the sheeting outside the frame.
Usually the first interval can be excavated without supporting the
earth at the sides, which are vertical or slightly undercut, so that
at the bottom of the interval the shaft will be large enough to admit
the second frame, the sheeting of the first interval, and a system of
wedges which hold this sheeting out from the second frame a distance
somewhat greater than the thickness of the sheeting of the second
interval. The verticality of the sides is determined by the plumb-line,
and the size of the shaft by two gauge-sticks cut respectively to the
outside length and width of the excavation, and distinctly marked at
their centres.
To avoid the inconvenience of working under the top frame, the first
interval is frequently marked out and excavated before the frame is
fixed in its position.
When the shaft is deep enough the second frame is put in place and
nailed together; the notches in the ends of the side pieces turned
upward and those of the end pieces downward. The top and second frame
are connected by nailing to them four battens of proper length (two on
each side), which suspend the second frame from the top frame at the
established interval. The second frame is placed vertically below the
top frame by using the plumb-line and the scores in the frames.
The sheeting is inserted outside the top frame, bevelled end first,
bevel outside, and pushed down until its top is flush with the top
frame. The lower end of the sheeting is held out from the lower frame
by suitable wedges, and the excavation of the second interval is
commenced.
In ordinary soil the sides of the shaft will now require support.
Sheeting is therefore introduced and pushed down as the excavation
proceeds, and the wedges previously placed are removed to make room for
the sheeting.
=27.= If the pressure of the earth becomes great enough to spring
the sheeting-planks inward, an _auxiliary frame_ is introduced. This is
a frame similar to the shaft frames, but from 4 to 6 inches larger in
outside dimensions.
The sheeting rests directly against the outside of this frame, and is
thus held out far enough to allow the third frame to be placed and the
wedges to be inserted as before.
The auxiliary frame is then removed and used in the next interval.
Public-domain text, read in full here on John Shaqi.
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