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    • 15. 发明专利
    • JPH05311880A
    • 1993-11-22
    • JP21288091
    • 1991-07-29
    • FUJITA CORP
    • MUNEMURA YOSHISADANAGAI OSAMUHAMAZUKA SEIJI
    • E04B1/35E04G21/14
    • PURPOSE:To reduce the working cost, to eliminate after works after a building frame is constructed, and to perform a work regardless of weather. CONSTITUTION:According to a building frame construction method for a structure having plural spans in the direction of an arrow X and in the direction intersecting the X direction, a building frame (prepared building frame) 10 for one span in the direction of the arrow X and all spans in the other direction is previously constructed. A table receiving frame 20 which has a designated length in the direction of X and in the direction intersecting the X direction and is capable of moving in the respective directions is extended between the top of the prepared building frame 10 and the ground T of a site where a structure is constructed. A crane 40 capable of moving in the respective directions is disposed in the table receiving frame 20, and the table receiving frame 20 and the crane 40 are moved in the respective directions to transport a building frame member 50 by the crane 40. The remaining building frame (new building frame) 60 adjacent to the existing building frame 10 is constructed.
    • 18. 发明专利
    • LOAD TESTING METHOD OF CAST-IN-PLACE PILE AND DEVICE THEREOF
    • JPH03176509A
    • 1991-07-31
    • JP31427889
    • 1989-12-05
    • FUJITA CORP
    • YAMAMOTO ITSUOHAMAZUKA SEIJIKOBAYASHI KATSUMIMARU TAKAHIRO
    • E02D5/36E02D13/06G01L5/00
    • PURPOSE:To measure easily and economically by applying water pressure to an elastic pressure bag to load a bottom protective case to the ground, and measuring a quantity of settlement of the bottom protective case, water pressure and each life-free quantity of a top protective case and a pile head section. CONSTITUTION:An elastic pressure bag 4 covered with a top protective case 2 and bottom protective case 3 is loaded to the end of a case-in-place pile 1. Displacement wires 5 and 6 are respectively connected to the cases 2 and 3 to connect to displacement meters 7 and, at the same time, displacement meters 8 provided with pile head displacement measuring bars are loaded to a pile head section. After that, pressure water is poured into the bag 4 by a pressure pump 9 through an injection pipe 10, and the case 3 is pressed and loaded to the ground. A quantity of settlement of the case 3, water pressure and each lift-free quantity of the case 2 and pile head section are measured, and the relation between load of the pile end and settlement and the relation between frictional force of the circumferential surface of the pile and displacement are clearly separated from each other to measure. Accordingly, a load testing method can be easily and economically implemented.