Lightships and LighthousesTalbot, Frederick Arthur Ambrose
History
Lightships and Lighthouses
Talbot, Frederick Arthur Ambrose
Lighthouses
Therefore an alternative method of construction, possessing the
qualities of being simpler, quicker, and less expensive, which was
advanced by a well-known firm of engineers in Singapore, Messrs.
Hargreaves, Riley and Co., upon the designs of Mr. O. P. Thomas,
received the closest consideration. This scheme proposed a lighthouse
constructed on piles, with the focal plane 92½ feet above water-level,
wrought in ferro-concrete.
The project was somewhat novel and daring, because, although this
constructive principle had been adopted previously for stations
upon the mainland, it had never been utilized in connection with
exposed sea-lights. The system recommended was that known as the
Hennebique, which had been employed extensively for buildings,
bridges, sea-defences, and other works. The proposal was investigated
thoroughly by the Hon. A. Murray, M.Inst.C.E., the Colonial Engineer
and Surveyor-General for the Straits Settlements, and, as it met with
his full approval, the work was handed over to the Singapore engineers
to fulfil upon the lines advanced.
The structure comprises the main building, including the
living-quarters, supported upon piles disposed in two rings, an inner
and an outer, about a central pile, the whole being well braced
together. The shape is octagonal in plan. From the roof of the
living-quarters, to which point the outer piles are carried vertically
from the sea-bed, these members rise with an inward rake, forming an
octagonal pyramid, with the lantern and its room below forming the apex.
The underwater work was the most difficult, owing to the situation
and the climatic conditions. Seeing that the nearest land is sixteen
miles distant, it was impossible to carry the men to and from the
scene of their labours every day when the weather permitted. A base
was established on the coast for the preparation of materials and as
a point for shipping all requirements to the site, but the men were
accommodated with special facilities upon the spot. Here a temporary
staging was built on piles, on which platform a large hut was erected
to provide quarters for the men, as well as a workshop.
The piles forming the main support to the building were made 50½ feet
long, and hollow. The concrete, composed of broken granite and Portland
cement, encased a steel skeleton, consisting of four longitudinal round
steel rods, 1¾ inches in diameter, laid at the corners, and laced
together with steel wire 3/16 inch thick. Eight of these piles were
made 18 inches square, while nine were 24 inches square, and each was
fitted with a pointed end to facilitate driving into the sea-bed.
Public-domain text, read in full here on John Shaqi.
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