Engineering Wonders of the World
Volume I
År: 1945
Serie: Engineering Wonders of the World
Sider: 448
UDK: 600 Eng -gl.
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434
ENGINEERING WONDERS OF THE WORLD.
that their former “ Sahib ” is starting a new
job, for a general concentration to take place.
Blacksmiths, masons, carpen-
Native , , ,
Workmen ters, masonry inspectors, etc.,
come from the Punjab ; Path-
ans, for digging heavy cuttings, from across the
North-West Frontier, and even from Afghan-
istan ; Bombay Khallassies or bridge-builders
from Bombay ; petty contractors from all
parts. Of course these form a nucleus only
of the vast army that is required. Arrange-
ments have to be made for subordinate en-
gineers, clerks, large contractors, Chinese
carpenters, etc. Formerly the native of India
could not be persuaded easily to face the
three days’ sea journey between India and
Burma, but now thousands of natives under-
take the journey annually, and find employ-
ment on the rice fields, public works, and the
railway.
In the divisional office at Sittang there were
so many races of clerks, draughtsmen, etc.,
that English was the only common language
amongst them.
For such work as the Sittang Bridge the
men chiefly required were Bombay Khallassies.
These men belong to a race of hereditary
sailors, and are very smart at all work in
which the handling of heavy pieces of iron-
work is required. The leading men amongst
them have usually had great experience, and
are very keen on their work. They are just
as ready to work in water as on the top of a
girder—in fact, they swim like fish and climb
like monkeys.
Of the ten pairs of cylinders for the piers,
six pairs were completed in the first season s
work (1905 to 1906). In October 1906, as soon
as the rainy season was over,
girder erection was started
from one end of the bridge on
wooden stagings on piles driven
Later, when more cylinders
First
Season’s
Work.
into the river.
had been completed, this work was carried
on at both ends of the bridge simultaneously.
The steel and cast-iron work for the bridge,
amounting to about 2,600 tons, was all made
in England and dispatched to Rangoon.
Thence it was brought in barges towed by
launches, specially purchased for this bridge,
through a system of canals which connects
the Sittang River with Rangoon.
It was decided that the bridge must bo
completed as early as possible in 1907, and
that therefore everything must be made secure
before the rains began. The rainy season
generally opened about the middle of May,
but the heavy floods did not usually appear
till the middle of June. After that date stag-
ings were likely to be not only dangerous in
themselves, but, if carried right across the
river, so serious an obstruction to the river,
heavily charged as it always is in the first
flood with débris, logs, etc., as inevitably to
lead to disaster. Of course, as soon as a
span was sufficiently complete the stagings
were removed and used for another span.
This was comparatively easy, but to draw
40-foot piles that have been driven 10 feet
or more into the ground takes time. More-
over, the maximum depth of .low water had by
this time been increased, by scouring of the
bed, from 24 feet to nearly 30 feet.
In the circumstances, as it was very neces-
sary that the whole railway from Pegu to
Moulmein should be opened for traffic before
the following dry season (1907
to 1908), it was decided that
for the two centre spans,
A Novel
Scheme.
where th© water was deepest, some other
method than staging must be employed. The
scheme adopted was to float out the girders.
The simplest way of floating out is to work
at a low level—as was done in the case of the
Britannia Bridge—and then to raise the girders
by mechanical means to the correct height.
In the case under consideration the system of
jacking up the girders and building the piers
at the same time was not possible with piers
composed of cast-iron cylinders made up of