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    • 6. 发明专利
    • LIQUIDIZING PREVENTING STRUCTURE FOR LIQUEFACTION OF FOUNDATION GROUND
    • JPS5689620A
    • 1981-07-21
    • JP16600079
    • 1979-12-19
    • TAKECHI KOMUSHO KK
    • YABUUCHI SADAOASAYAMA KINGO
    • E02D3/08E02D3/10
    • PURPOSE:To prevent the sand ground under foundation piles and a footing from liquefaction as well as to seek the security of bearing force by a method wherein drain piles composed of a good permeable material such as pebbles, fine stones, sludge, etc. are driven into the ground around the foundation piles. CONSTITUTION:Drain piles 5 are arranged in a proper interval and driven in the ground along almost the all circumference of an outer peripheral wall side of a footing to be constructed at the upper part of a foundation pile 1. In the formation of the drain pile 5, a casing 10 wherein a cover 11 freely opening and closing which closes during a driving in and opens during the pulling out in suspending with its own weight is equipped at the point part is driven into a given place of the ground by means of a vibration generator 12 such as a vibrohammer, etc. After a given length of the casing is driven into the ground, while the materials for formation of a drain pile such as pebbels, fine stones, sludge, metals and synthetic resin particle on pieces are being cast into the casing 10, the casing 10 is pulled out to form the drain pile 5 in the ground.
    • 9. 发明专利
    • METHOD AND APPARATUS FOR LOAD TEST OF PILE
    • JPS62202129A
    • 1987-09-05
    • JP4506786
    • 1986-02-28
    • TAKECHI KOMUSHO KK
    • YABUUCHI SADAOASAYAMA KINGO
    • E02D33/00
    • PURPOSE:To improve the method of load testing by shortening the period of testing by a method in which a push-up force is applied to the outer tube and also a push-down force is applied to the inner tube by means of the loader of a loading tube in which the inner tube whose lower part is projected toward the lower part of the outer tube is made movable in the outer tube. CONSTITUTION:A loading tube 3, in which an inner tube 2 whose large-diameter lower part 8, having the same diameter as that of an outer tube 1, is inserted into the outer tube 1 by a detachable inner tube temporary holder 10, is penetrated to a given depth into the ground 4. The holding of the inner tube 2 by the holder 10 is released, and a push-up force is applied upwardly to the outer tube 1 and a reaction (push-down force) is applied to the inner tube 2 by a loader 5 attached by welding to the upper end of the outer tube 1. The moving amounts of the tubes 1 and 2 are separately measured by displacement meters 28 and 35. The constitution of the apparatus can be simplified, the testing period can be shortened, the cost of testing can be reduced, and also the designing of pile can be economized.