| 摘要 |
<p>1,204,769. Pipes; pipe couplings. J. H. ANDERSON. 15 Oct., 1968 [16 Oct., 1967], No. 48703/68. Headings F2G and F2P. A submersible pipe 10 adapted to extend vertically in a body of water is constructed of a plurality of pipe sections 12 joined at 14, each pipe section being formed of a plurality of parallel discrete tubes 32, each of said tubes being sealed at its ends against the entry of liquid and to the exterior of adjacent tubes along the length thereof to render the pipe section wall substantially leakproof. The tubes are sealed to each other along their lengths by gaskets 34 of resilient material, e.g. rubber, which are cemented, moulded or clamped between the tubes. In a modification, Fig. 9 (not shown), the gaskets are integrally merged into a liner which protects the tubes from through-flow particles. The ends of adjacent pipe sections are joined by a flanged ring 38 to which double-ended plugs 36 sealing the ends of aligned tube ends are bolted. A gasket is disposed between plugs and rings 14 to give the pipe sections flexibility. In a modification, Figs. 6 and 7 (not shown), the adjacent ends of tubes of adjacent pipe sections are each sealed by a respective plug 41 or 43, the plugs 41 and 43 being joined by a snap ring 47 and the plug 43 having bosses 54 which are bolted to the flanged ring 38. In a further modification, Figs. 8 and 9 (not shown), plugs 56 and 58 of sealing aligned tube ends of adjacent sections are screwed together. The pipe 10 may be about 24 feet in diameter and constructed of 8-inch steel tubes, said pipe being of hundreds or thousands of feet long. The construction of pipe sections gives the pipe 10 when submerged a buoyancy which reduces the tensile stresses in the pipe due to the weight of the pipe.</p> |
