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    • 3. 发明专利
    • FOOTING STRUCTURE
    • JP2000034733A
    • 2000-02-02
    • JP18033399
    • 1999-06-25
    • OKABE CO LTD
    • SUGIMOTO HIROAKINODA NORIOKADOYA HARUKATSU
    • E02D27/00E04B1/24E04B1/58
    • PROBLEM TO BE SOLVED: To prevent breakdown of a footing of a steel frame structure by constituting the column base part of a footing steel pipe as a structural material and placing form composed of a closed cross section and concrete placed inside the footing steel pipe. SOLUTION: A footing steel pipe 3 is fixed on leveling concrete 2 placed in an excavated hole. The footing steel pipe 3 is a one end-opening hollow body having a rectangular cross section, and a plate-like baseplate formed in a rectangular shape larger than a cross section of the hollow body is formed on the closed one end of the hollow body. Concrete is placed in the footing steel pipe 3. In the case, the concrete is not filled up to the upper end in the opening part of the footing steel pipe 3, and is performed by arranging clearance to a certain degree. Thus, the steel pipe functions as a reinforcing member by using a structural material and placing form composed of a closed cross section in the columnar outermost part of the concrete of a column base part footing to thereby prevent various breakdown of the column base part as well as to improve bearing force of the column base part.
    • 8. 发明专利
    • CONSTRUCTION OF COLUMN ERECTION OF STRUCTURE
    • JPH0384119A
    • 1991-04-09
    • JP22252389
    • 1989-08-29
    • OKABE CO LTD
    • GOMI HIROTOKADOYA HARUKATSUNODA NORIOSUGIURA KEISUKE
    • E02D27/00
    • PURPOSE:To facilitate execution of a foundation column by using a reinforcing bar having a screw on the upper part thereof as a longitudinal main reinforcing bar, erecting a reinforced concrete column, placing a steel pedestal provided with a base plate, and binding longitudinal main reinforcing bars with bolts of the plate. CONSTITUTION:A foundation column 4 and base 5 are formed on the concrete foundation 1, and they are bound with reinforced concretes 6 and 6. After that, a large number of longitudinal main reinforcing bars 7 and 7 are arranged, the upper ends of them are projected to the foundation column 4, and the lower ends are bent to extend to the inside of the base 5. Then, arrangement bodies 16 and 16 of foundation beams 6 and 6 are combined with the longitudinal reinforcing bars 7 and hoops 8 through arrangements, and concrete 17 is placed to bind the foundation column 4 and foundation beams 6, 6 together as a unit. A base plate 11 is provided to the lower end of a pedestal 10 born on the foundation column 4, and the pedestal 10 and foundation column 4 are fastened and bound with insertion-holes provided to positions opposed to the longitudinal main reinforcing bars 7 and 7 through mortar 13. According to the constitution, execution can be economically carried out without forming the foundation column with an excessive thickness.