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

Søgning i bogen

Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.

Derved får du fremhævet ordene visuelt direkte på billedet af siden.

Download PDF

Digitaliseret bog

Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.

Side af 416 Forrige Næste
PILING. 69 Ordinary immersion will suffice, but the imprégnation is pressure. None of the last three methods has proved so effective, or corne into such general use, as creosoting. In fact, it is doubtful whether any of them is of the least benefit in warding off insectile attack, and this, in maritime situations, is an object no less important than the preservation of timber from decay. The only apparently completely successful way in which timber may be guarded in this respect is by means of some external covering excluding the wood from actual exposure. Sheathing" is a protective device which consists in enveloping a pile in a covering of metal, earthenware, or other material impenetrable by insects. A thin covering of copper plates has proved satisfactory in repelling worms from piles, when the covering has extended from below the mud level to above high water-mark ; other- wise the insects intrude themselves between the metal and the wood. The method is obviously an expensive one, and therefore not likely to commend itself for general adoption. Zinc has been tried as a substitute for copper, but it is soon corroded by sea water. Muntz metal is another substitute, but its application has been too limited for definite judgment of its powers. Studding with broad-headed scupper nails is an old expedient, the principal drawback of which is its troublesomeness, and, of course, its expense. Earthenware pipes, such as ordinary drain-pipes, and cylindrical casings of wire netting bedded in concrète, are efficient preservatives of piles in situations free from shocks, collisions, and erosion. The space between the pipe and the pile must be filled in with sand or cement grout. A simple coating of Portland cement has been tried, but the film is too thin and easily cracked. Lately, a system of facing wooden piles with reinforced concrète slabs has been promoted by Mr Cooper Poole, the harbour engineer of Southampton. The slabs are primarily in- tended for application to piles which are in such a state of dilapidation as to call for renewal or repair. At each corner of the pile a small angle iron is spiked on to the timber so as to form a guide for the slabs. These last are connected up and allowed to sink into the mud until they take a bearing, when the inclosed space is filled with concrete. The system, however, is expedited by using Fig. 61. —Application of Reinforced Con- crete Slabs to De- cayed Timber Pile.