A Treatise On The Principles And Practice Of Dock Engineering
Forfatter: Brysson Cunningham
År: 1904
Forlag: Charles Griffin & Company
Sted: London
Sider: 784
UDK: Vandbygningssamlingen 340.18
With 34 Folding-Plates and 468 Illustrations in the Text
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CONSTRUCTION WITH MONOLITHIC BLOCKS.
209
and materials. Operations were carried on at a maximum depth of 44 feet.
With two gangs of six men, each working alternately in 4-hour shifts, at a
cutting 4 feet deep, in stiff clay, the préparation of the foundation for one
block occupied about 62 hours.
The masonry of which the blocks were composed consisted of a bulk of
irregularly bonded rubble, in pieces not exceeding 2 tons weight, set in
cement, with a facing of calp limestone, squared and jointed, the mortar
being composed of 4 parts sand to 1 of Portland cement. The blocks were
built in wooden frames at a wharf some distance away, and, when ready for
depositing, were lifted by a pair of floating sheers. Por the purposes of
lifting, four wrought-iron suspension bars, 5 inches diameter, having
T-shaped extremities, passed through vertical rectangular holes in each
block, at the foot of which were circular* cast-iron washers, 2 feet 2 inches
diameter (figs. 144 and 145), to distribute the pressure. By turning them
through an angle of 90° the bars could be engaged or released.
Fig. 144. —Plan of Cast-iron Washer. Fig. 145.
Conveyance was usually made with the block submerged to half its
height, thus relieving the strain on the lifting tackle by some 80 to 100
tons. Arrived at the site, no difficulty was found in bringing the block
rapidly into its assigned position. Ranging was performed while it was
about 3 or 4 inches off the ground, by means of short timber uprights
wedged into the dowel grooves at each side of the block. These were
brought into line against a horizontal balk, extending from and attached to
the blocks already set. Close contact of adjoining blocks was achieved by
the use of a small tackle, the average joint in a length of 300 feet being
only 1 inch. The dowel grooves were then filled with concrete and the
operation was coneluded.
The upper portion of the wall was built by tide work to a height of
18 feet 10 inches above equinoctial low water, giving a total height to the
* This, however, is a later improvement ; the earliest type of washer was girder-
shaped.
14