Engineering Wonders of the World
Volume I
Forfatter: Archibald Williams
År: 1945
Serie: Engineering Wonders of the World
Forlag: Thomas Nelson and Sons
Sted: London, Edinburgh, Dublin and New York
Sider: 456
UDK: 600 eng - gl.
Volume I with 520 Illustrations, Maps and Diagrams
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232 ENGINEERING WONDERS OF THE WORLD.
Fig. 2.-DIAGRAM TO SHOW HOW THE CENTRE LINE
OF A TUNNEL IS TRANSFERRED FROM THE SURFACE
INTO THE WORKINGS.
Full lines on surface, dotted lines below ground,
are carefully noted. A heavy plumbob, p r,
is now suspended on the farther side of the
shaft, in line with c a ; and on the nearer
side of the shaft, in the same line. The plum-
bobs are immersed in buckets of oil or water
at the bottom of the shaft to prevent their
swaying about. (Fig. 3.)
The theodolite is now transferred from a to
the bottom of the tunnel, and adjusted until
its axis is in line with the plumb wires. As
the distance from p to b (a
Transferring point on the centre line) on
, the surface is known, a point b
below , n. , .
Ground. in the heading exactly below b
is easily found by measure-
ment from p r. Over this point the theodolite
is set up, and turned till its axis makes with
the plumbob line an angle </>, equal to the
angle which the tunnel line makes on the plan
with the line ca produced, which is vertically
over the cross heading line. Points, E E, are
then fixed whereby the tunnel headings may-
be guided.
The exact position and direction of the
tunnel line so set out are not finally deter-
mined till the processes described have been
repeated several times to eliminate errors.
Where everything is straightforward, the
work, though tedious and very trying, is not
difficult. But where calculations have to be
transferred down a working shaft situated in
an awkward position, such as the mid-river
shaft of the Waterloo and City Railway, and
where direct measurements by tape are im-
possible, the business becomes much more com-
plicated, and an engineer has to resort to
elaborate trigonometrical triangulation to fix
distant points and base-lines from which to
make and check his calculations.
Fig. 3.—SECTION OF SHAFT AND CROSS HEADING,
SHOWING PLUMB-LINES (PR, P1^) AND THEODO-
LITE IN SECOND POSITION.
GUIDING SHIELDS.
While dealing with the mathematical side
of the subject, we should anticipate a little
and refer to the methods of steering a shield
through the ground—first, on the “ straight; ”
secondly, round a curve.
“ Zero marks ” are made on pieces of wood
fixed to each side of the tunnel, at about the
level of the horizontal diameter, so placed, that
the line joining the two marks is square to
the centre line of the tunnel.
Two rods, divided into feet and inches, are
attached at one end to the sides of the shield,
and at the other rest on the pieces of wood.
As the rods move with the shield, while the