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CAISSON (from the Fr. caisse, the var...

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Originally appearing in Volume V04, Page 958 of the 1911 Encyclopedia Britannica.
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CAISSON (from the Fr. caisse, the variant See also:form " cassoon " being adapted from the Ital. casone)  , a See also:chest or See also:case . When employed as a military See also:term, it denotes an See also:ammunition See also:wagon or chest; in See also:architecture it is the term used for a sunk See also:panel or See also:coffer in a See also:ceiling, or in the See also:soffit of an See also:arch or a vault . In See also:civil See also:engineering, however, the word has attained a far wider signification, and has been adopted in connexion with a consider-able variety of See also:hydraulic See also:works . A See also:caisson in this sense implies a case or enclosure of See also:wood or See also:iron, generally employed for keeping out See also:water during the See also:execution of See also:foundations and other works in water-bearing strata, at' the See also:side of or under See also:rivers, and also in the See also:sea . There are two distinct forms of this type of caisson :—(t) A caisson open at the See also:top, whose sides, when it'is sunk in position, emerge above the water-level, and which is either provided with a water-tight bottom or is carried down, by being weighted at the top and having a cutting edge See also:round the bottom, into a water-tight stratum, aided frequently by excavation inside; (2) A bottomless caisson, serving as a sort of diving-See also:bell, in which men can See also:work when compressed See also:air is introduced to keep out the water in proportion to the See also:depth below the water-level, which is gradually carried down to an adequately See also:firm See also:foundation by excavating at the bottom of the caisson, and See also:building up a See also:quay-See also:wall or See also:pier out of water on the top of its roof as it descends . An example of a caisson with a water-tight bottom is furnished by the quays erected alongside the See also:Seine at See also:Rouen, where open-See also:timber caissons were sunk on to bearing-piles down to a depth of 9; ft. below See also:low-water, the See also:brick and See also:concrete See also:lower portions of the quay-wall being built inside them out of water (see Docx) . At See also:Bilbao, Zeebrugge and See also:Scheveningen harbours, large open See also:metal caissons, built inland, ballasted with concrete, floated out into position, and then sunk and filled with concrete, have been employed for forming very large foundation blocks for the breakwaters (see See also:BREAKWATER) . Open iron caissons are frequently employed for enclosing the site of See also:river piers for See also:bridges, where a water-tight stratum can be reached at a moderate depth, into which the caisson can be taken down, so that the water can be pumped out of the enclosure and the foundations laid and the pier carried up in the open air . Thus the two large river piers carrying the high towers, bascules, and machinery of the See also:Tower See also:Bridge, See also:London, were each founded and built within a See also:group of twelve See also:plate-iron caissons open at the top; whilst four of the piers on which the cantilevers of the Forth Bridge See also:rest, were each erected within an open plate-iron caisson fitted at the bottom to the sloping See also:rock, where See also:ordinary cofferdams could not have been adopted . Where foundations have to be carried down to a considerable depth in water-bearing strata, or through the alluvial See also:bed of a river, to reach a hard stratum, bottomless caissons sunk by excavating under compressed air are employed . The caisson at the bottom, forming the working chamber, is usually provided with a strong roof, round the top of which, when the caisson is floated into a river, plate-iron sides are erected forming an upper open caisson, inside which the pier or quay-wall is built up out of water, on the top of the roof, as the sinking proceeds . Shafts through the roof up to the open air provide See also:access for men and materials to the working chamber, through an air-See also:lock consisting of a small chamber with an air-tight See also:door at each end, enabling locking into and out of the compressed-air portion to be readily effected, on the same principle as a water-lock on a See also:canal .

When a sufficiently reliable stratum has been reached, the men leave the working chamber; and it is filled with concrete through the shafts, the bottomless caisson remaining embedded in the work . The foundations for the two river piers of the See also:

Brooklyn Suspension Bridge, carried down to the solid rock, 78 and 45 ft. respectively below high-water, by means of bottomless timber caissons with compressed air, were an See also:early instance of this method of carrying out subaqueous foundations; whilst the See also:Antwerp quay-walls, commenced many years ago in the river See also:Scheldt at some distance out from the right See also:bank, and the foundations of six of the piers supporting the cantilevers of the Forth Bridge, carried down to rock between 64 and 89 ft. below high-water, are notable examples of works founded under water within wrought iron bottomless caissens by the aid of compressed air . The foundations of the two piers of the Eiffel Totver adjoining the Seine were carried down through soft water-bearing strata to a depth of 33 ft. by means of wrought iron bottomless caissons sunk by the help of compressed air; and the deep foundations under the sills of the new large See also:Florida lock at See also:Havre (see Doc() were laid underneath the water logged alluvial strata See also:close to the Seine See also:estuary by similar means . Workmen, after emerging from'such caissons, sometimes exhibit symptoms of illness which is known as caisson disease (q.v.) . As in the above See also:system, significantly termed by Frenchengineers See also:par caisson perdu, the materials of the bottomless caisson have to be See also:left in the work, a more economical system has been adapted for carrying out similar foundations, at moderate depths, by using movable caissons, which, after the lowest portions of the foundations have been laid, are raised by See also:screw-jacks for constructing the next portions . In this way, instead of building the pier or wall on the roof of the caisson, the work is carried out under water in successive stages, by raising the bottomless caisson as the work proceeds; and by this arrangement, the caisson, having completed the subaqueous portion of the structure, is available for work elsewhere . This movable system has been used with See also:advantage for the foundations for some piers of river bridges, some breakwater foundations, and, at the Florida lock, Havre, for See also:founding portions of the side walls . Closed iron caissons, termed See also:ship-caissons, and sliding or See also:rolling caissons, are generally employed for closing graving-docks, especially the former (so called from their resemblance in shape to a See also:vessel) on See also:account of their simplicity, being readily floated into and out of position; whilst sliding caissons are sometimes used instead of lock-See also:gates at docks, but require a chamber at the side to receive them when See also:drawn back . They possess the ad-vantage, particularly for See also:naval See also:dockyards where heavy weights are transported, of providing in addition a strong movable bridge, thereby dispensing with a See also:swing-bridge across the opening . The term caisson is sometimes applied to See also:flat air-tight constructions used for raising vessels out of water for cleaning or See also:repairs, by being sunk under them and then floated; but these floating caissons are more commonly known as pontoons, or, when air-See also:chambers are added at the sides, as floating dry-docks . (L . F .

End of Article: CAISSON (from the Fr. caisse, the variant form " cassoon " being adapted from the Ital. casone)
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