ForsideBøgerA Treatise On The Princip… Of Harbour Engineering

A Treatise On The Principles And Practice Of Harbour Engineering

Forfatter: Brysson Cunningham

År: 1908

Forlag: Charles Griffin & Company

Sted: London

Sider: 410

UDK: Vandbygningssamlingen 134.16

With18 Plates And 220 Illustrations In The Text

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Side af 416 Forrige Næste
i66 HARBOUR ENGINEERING. One caution to observe in periods of deposit that a mass of SA 00Jg. mvimwg^ Cross Section tidal situations is that of so arranging the freshly placed ooncrete may not be subjected, while setting, to the disturbing action of a choppy sea surface. Less than 18 inches or 2 feet of water is in- sufficient to prevent even small waves from exercising a deleterious influence, chafing the concrete, and robbing it of its cement. Therefore, wherever possible, advantage should be taken of the variation in the tidal level, surface of an uneven bed destined during springs and neaps, to suspend concreting from time to time, either at some little depth below the sur- face or altogether out of range. A quick-setting cement will prove of con- sidérable value in tidal situations. It is needless to remark that when operations are carried on within the shelter of a diving-bell, the same re- strictions do not apply, although it must be admitted that sudden out- bursts of air may do more damage than the fretting action of waves. Yet, with care, these may be avoided. The work is then only limited by the convenience of arrangements in regard to shifts. Bagwork.—The dispersive action of waves, and, indeed, the solvent action of comparatively still water, has led to the introduction of a system of con- crete laying in sacks or bags. These bags have, in certain cases, attained a very considerable size and weight, the latter reaching 100 tons and over. But small bags of 5 or 10 tons, or thereabouts, are most common. They are often employed for regularising the to receive blocks. The bags are of jute or canvas, strongly made. After being filled with concrete, they must be deposited immediately, while the material is plastic, so that each bag may adapt itself to the inequalities of its environment. This adapta- tion of bulk to various positions is one of the chief advantages claimed for bagwork. The system is not without certain drawbacks ; the bags are