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    • 2. 发明专利
    • STORAGE EQUIPMENT OF LOW LEVEL RADIOACTIVE WASTE
    • JPS6425100A
    • 1989-01-27
    • JP17989087
    • 1987-07-21
    • OHBAYASHI CORP
    • MURAHASHI HISAHIROUENO TAKAYUKINISHIBAYASHI KIYOSHIGEHAGA TAKASHIGE
    • G21F9/36G21F9/00
    • PURPOSE:To obtain a water shielded wall of high reliability by mixing calcium hydroxide in cement and making a column array wall in V-shaped cross section in which an earth lowest part of the column array wall is crossed and contacted so that the earth lowest end part is shielded vertically. CONSTITUTION:Since the lower part of the bottom part of a concrete closed vessel 3 is shielded in the earth, a water shielded wall 9 is constructed of an inclined column array wall 10 at which the lower end from the position separated from the two facing sides of a surface quadrangle vessel 3 respectively a little is inclined and solidified. The other two sides are constructed of a vertical column array wall vertically solidified to come in contact with each end part of the wall 10. The end of the wall 10 is crossed in the vertical direction of a center line of the vessel 3, and an inverted gabled water shielded wall 9 is formed of the wall 10 and a vertical column array wall. The wall 10 and the vertical column array wall are soil cement water shielded walls mixed and agitated with sediment by the use of cement milk and calcium hydroxide. A water collecting part 12 and a storage pump are provided on the bottom of the water shielded wall 9 and the water level of the water collecting part 12 is lower than that of an outside protective zone 13.
    • 5. 发明专利
    • METHOD OF ASEISMATICALLY REINFORCING EXISTING COLUMN
    • JPH0996113A
    • 1997-04-08
    • JP25661295
    • 1995-10-03
    • OHBAYASHI CORP
    • MURAHASHI HISAHIRO
    • E04H9/02E04G23/02
    • PROBLEM TO BE SOLVED: To aseismatically reinforce an existing concrete column by bonding a plurality of steel sheets over an outer peripheral surface of the column which are coated with a resin adhesive so as to surround the concrete column therearound with the steel sheets, and by bonding carbon fiber sheets to the steel sheets so that the carbon sheets bridge joints between the steel sheets. SOLUTION: A resin adhesive 2 is coated over the outer surface of an existing concrete column 1 at which the existing finishing material is exposed. A pair or U-like cross-sectional shape steel sheets 3 having an internal size slightly larger than the external size of the concrete column 1 are pressed against the outer surface of the concrete column 1, and are then temporarily fixed by a press jig 4. Thereafter, a resin adhesive 2 is applied to the external surface of the steel sheet 3, bridging joints between the steel sheets 3, and then carbon fiber sheets 5 are applied and secured thereto, extending vertically. Further, the resin adhesive 2 is applied over the applied carbon fiber sheets 5 so as to enhance the strength of the fibers of the sheets 5. After the resin adhesive 2 cures, the press jig 4 is removed, that is, the aseismatically reinforcing work is completed.
    • 6. 发明专利
    • METHOD OF REINFORCING CONCRETE STRUCTURE
    • JPH09144335A
    • 1997-06-03
    • JP30742895
    • 1995-11-27
    • OHBAYASHI CORP
    • MURAHASHI HISAHIRO
    • E04G23/02B29C63/02B29K105/08C08J5/24
    • PROBLEM TO BE SOLVED: To improve the aseismatic strength by bonding an FRP sheet with an adhesive, and also, extending the sheet to a pole or a beam, and fixing the extension with a metal fitting, when reinforcing the concrete wall surrounded by poles or beams with an FRP sheet. SOLUTION: An FRP sheet 3, which is reinforced with carbon fibers, etc., after execution of proper foundation processing or primer processing, is arranged being extended as far as the thick part of a beam 2 or a pole, at the surface of a concrete wall 1 or said beam 2 and it is bonded by an adhesive. In this case, the end of the FRP sheet 3 is fixed by an anchor bolt 4 through a press metal fitting 5 consisting of a steel plate or the like. For the press metal fitting 5, an angle steel or a channel steel can be used, and besides the middle part of the FRP sheet 3 can be fixed similar to the end. The shearing force working on the section of a wall 1 is scattered effectively through the FRP sheet 3. Hereby, the aseismatic strength can be improved sharply.
    • 7. 发明专利
    • REINFORCING STRUCTURE FOR BEAM OR COLUMN
    • JPH0953328A
    • 1997-02-25
    • JP20815195
    • 1995-08-15
    • OHBAYASHI CORP
    • MURAHASHI HISAHIRO
    • E04G23/02
    • PROBLEM TO BE SOLVED: To provide a shearing reinforcement for a concrete body part around a beam or a column integrally incorporated with a floor slab or a wall, which is more sure and firm than those of a conventional one. SOLUTION: In the reinforcement for a concrete body part 1 around a beam by use of a fiber reinforced sheet 4, an overhanging part 3a of the beam 3 is surrounded by the fiber reinforced sheet 4, and the opposite end parts of the fiber reinforcing sheet 4 are firmly held between a pair of angle members 8 and the concrete body part 1. Meanwhile, flat bars 6 are laid on the upper surface 2b of a floor slab at a position where it is overlapped with the overhanging part 3a, and these bars 6 and the angle members 8 are fastened together by means of high tension bolts 11 and the like piercing through the floor slab 2, and accordingly, the concrete body part 1 is restrained by a reinforcing cross- section of a completely closed type.
    • 9. 发明专利
    • REINFORCING STRUCTURE FOR BEAM OR COLUMN
    • JPH0953329A
    • 1997-02-25
    • JP20815295
    • 1995-08-15
    • OHBAYASHI CORP
    • MURAHASHI HISAHIRO
    • E04G23/02
    • PROBLEM TO BE SOLVED: To provide a shearing reinforcement for a concrete body part around a beam or a column integrally incorporated with a floor slab or a wall, which is more sure and firm than those of a conventional one. SOLUTION: In the reinforcement for a concrete body pan 1 around a beam, an overhanging part 3a of the beam 3 is surrounded bar a first fiber reinforced sheet 4 having opposite end parts which are firmly held between a pair of flat bar 8 and the concrete body part 1. Meanwhile, a second fiber reinforced sheet 9 is similarly laid on the upper surface 2b of a floor slab at a position where it is overlapped with the overhanging part 3a while the opposite end parts of the second fiber reinforced sheet 9 are firmly held between flat bars 6 and the concrete body part 1. These flat bars 6, 8 are fastened together by means of high tension bolts 11 and the like piercing through the floor slab 2, and accordingly, the concrete body part 1 is restrained by a reinforcing cross- section of a completely closed type.