ForsideBøgerA Treatise On The Princip…ice Of Dock Engineering

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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Side af 784 Forrige Næste
278 DOCK ENGINEERING. side of the case. The poste were provided with grooves, into which panels were slid, extending from post to post. The bottom and sides of the case were lined with jute bagging, and tie-rods, passing through the posts and from side to side, prevented the case from being burst open by the lateral pressure of the fluid conerete. The heart of each post was a piece of Baltic fir, 20 feet long by 12 inches by 6 inches, scantling; the pieces of wood for forming the grooves were fixed to the larger sides. The panels were built up of short pieces of plank 2 feet long, placed vertically, so as to form a slab 7 feet 9 inches by 2 feet by 3 inches, and they were backed by two horizontal planks 7 feet 4 inches by 11 inches by 3 inches. The ends of these formed the tongues which slid in the grooves in the sides of the posts. The tie-rods were of wrought iron | inch diameter, in convenient lengths, connected by f-inch shackles. The jute bagging was 39 inches wide and weighed 29| ozs.; it cost 8d. per lineal yard and could generally be used twice. The proportions of the conerete found best for the work were 1 cement to 3 sand and 4 gravel; much of it was executed, however, in the proportion of 1 cement to 4 sand and 5 gravel. CROSS SECTION PLAN METAL FRAMEWORK Figs. 207, 208, 209, and 210. —Caisson at Zeebrugge. A spécial adaptation of the concrete block system, as practised in the construction of the outermost portion of a mole at Zeebrugge, merits some notice. It consisted in the formation of hollow blocks of concrete of height sufficient to reach above low water from the ground level. These were floated out into position, sunk, and filled with concrete. The circumstances at Zeebrugge were favourable to this method, the depth of water not exceeding 30 feet at low water and being generally 26 feet. The blocks, or caissons (figs. 207 to 210), were moulded about an iron frame with plated sides, and were 80 feet long by 30 feet wide by 30 feet deep. This gives a volume of 72,000 cubic feet each, and a total weight of about