ForsideBøgerThe Viaduct Works' Handbook

The Viaduct Works' Handbook

Jern Jernkonstruktioner

Forfatter: Henry N. Maynard

År: 1868

Forlag: E. And F. N. Spon

Sted: London

Sider: 108

UDK: 624.3

Being A Collection Of Examples From Actual Practice Of Viaducts, Bridges, Roofs, And Other Structures In Iron; Together With Tables Of Prices, Weights, And Other Information Useful To Engineers In Design And Estimating Wrought And Cast-Iron Work

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 120 Forrige Næste
99 small chain, attached to the piston already described, is put in motion by a common reciprocating lever, similar to a portable smith’s forge handle, or any other convenient means, and immediately the piston is moved it agitates the water and causes a partial vacuum in the wrought-iron cylinder, into which the water and sand are drawn through the projecting pipe, the water escaping through suitable valves arranged in the top in the manner shown by sketch, whilst the sand falls inside; a few strokes of the piston causes the machine to become filled with sand, when it is hoisted to the top, and a small suitable truck is ready to receive it; when in the truck the cottars are loosened, and the bottom of the machine is separated and another bottom is put on, and it is again lowered for a repetition. In some cases, where clay in small patches has to be encountered, the bottom of the machine is made with radial feathers of wiouglit- iron plate, + an inch thick, sharpened and steeled at edges; these are about 9 inches deep. When anything hard is met with the pump is lifted 3 or 4 feet and let fall again several times, and by this means the clay, or whatever it may be, is broken up, and can be easily drawn into the pump. The pump will lift stones, or even bricks if not too large for the projecting pipe; it has lifted many of 14 lbs. weight. The price varies according to the size of the pump, and is from £25 upwards. STRAINS ON GIRDERS. The method of ascertaining the amount of strain upon various parts of a girder, of class No. 1, is very simple. It may be