Tunnel Engineering: A Museum TreatmentVogel, Robert M.
History
Tunnel Engineering: A Museum Treatment
Vogel, Robert M.
Tunneling -- History
The significance of this invention was far reaching. Burleigh's was
the first practical mechanical rock drill in America and, in view of
its dependability, efficiency, and simplicity when compared to the
Sommeiller drill, perhaps in the world. The Burleigh drill achieved
success almost immediately. It was placed in production by Putnam for
the Burleigh Rock Drill Company before completion of Hoosac in 1876,
and its use spread throughout the western mining regions and other
tunnel works. For a major invention, its adoption was, in relative
terms, instantaneous. It was the prototype of all succeeding
piston-type drills, which came to be known generically as "burleighs,"
regardless of manufacture. Walter Shanley, the Canadian contractor who
ultimately completed the Hoosac, reported in 1870, after the drills
had been in service for a sufficient time that the techniques for
their most efficient use were fully understood and effectively
applied, that the Burleigh drills saved about half the drilling costs
over hand drilling. The per-inch cost of machine drilling averaged 5.5
cents, all inclusive, vs. 11.2 cents for handwork. The more important
point, that of speed, is shown by the reports of average monthly
progress of the tunnel itself, before and after use of the air drills.
_Year_ _Average monthly
progress in feet_
1865 55
1866 48
1867 99
1868 --
1869 138
1870 126
1871 145
1872 124
[Illustration: Figure 10.--TRINITROGLYCERINE BLAST at Hoosac Tunnel.
(_Leslie's Weekly_, 1873.)]
The right portion of the model (fig. 3) represents the workings during
the final period. The bottom heading system was generally used after
the Burleigh drills had been introduced. Four to six drills were
mounted on a carriage designed by Doane. These drove the holes for
the first blast in the center of the heading in about six hours. The
full width of the heading, the 24-foot width of the tunnel, was then
drilled and blasted out in two more stages. As in the early section,
the benches to the rear were later removed to the full-tunnel height
of about 20 feet. This operation is shown by a single drill (fig. 4)
mounted on a screw column. Three 8-hour shifts carried the work
forward: drilling occupied half the time and half was spent in running
the carriage back, blasting, and mucking (clearing the broken rock).
[Illustration: Figure 11.--HOOSAC TUNNEL survey crew at engineering
office. The highest accuracy of the aboveground and underground survey
work was required to insure proper vertical and horizontal alignment
and meeting of the several separately driven sections. (_Photo
courtesy of State Library, Commonwealth of Massachusetts._)]
Public-domain text, read in full here on John Shaqi.
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