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    • 2. 发明专利
    • TUNING LIQUID DAMPER
    • JPH11350788A
    • 1999-12-21
    • JP16268798
    • 1998-06-10
    • OHBAYASHI CORP
    • KOIDE TADAOSON TOSHITAMI
    • E04H9/02F16F15/02
    • PROBLEM TO BE SOLVED: To maintain and recover the uniformity of the viscosity and specific gravity and optimum damping value of slurry introduced into a water tank. SOLUTION: In the tuning liquid damper 1, the inside of a sloshing tank 2 is filled with slurry 3 while an agitator 4 agitating slurry 3 in the tank is installed. The agitator 4 consists of a piping 7 for circulation, in which a suction port 5 and a discharge opening 6 are arranged near the bottom section and level of the sloshing tank 2 respectively, a pump 8 for circulation force-feeding slurry in the pipe, and a power device 10 connected to an electric motor 9 incorporated into the pump 8 for circulation. The power device 10 has a control section 11 connected to an external power supply source, and the control section 11 supplies the electric motor 9 with power from the external power supply source at the time of agitation while supplying a battery 12 with power and charging the battery 12 at a normal time. The control section 11 can program time intervals, a time, etc., feeding the electric motor 9 with power.
    • 3. 发明专利
    • Surface peeling device
    • 表面剥离装置
    • JP2005067143A
    • 2005-03-17
    • JP2003303223
    • 2003-08-27
    • Ohbayashi Corp株式会社大林組
    • KOIDE TADAOWATANABE KOJI
    • E04G23/08B28D1/18B28D1/32
    • PROBLEM TO BE SOLVED: To provide a surface peeling device which can reduce the occurrence of dust by crushing only a specified area under the weak oscillation and low noise conditions, and is simple and easy in installation/operation.
      SOLUTION: This invention relates to a device for peeling off, by a single operation, the surface area of about 30 cm×10 to 20 cm of floors, walls or poles of deteriorated concrete structure. The device is provided with a plurality of pins to be inserted into at least two holes 116 and 117 among the holes which are artificially formed on an object to be peeled and are 2-5 cm in diameter and 2-30 cm in depth, a housing 102 for supporting those pins, and a moving means 108 for moving at least either one (a pin 110) of the plurality of pins closer to or separating from the other pin 101.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种表面剥离装置,其能够通过在弱振动和低噪声条件下仅粉碎特定区域而减少灰尘的产生,并且安装/操作简单且容易。 解决方案本发明涉及通过单次操作来剥离具有劣化的混凝土结构的30cm×10至20cm的地板,墙壁或两极的表面积的装置。 该装置设置有多个销,以插入到要被剥离的物体上人造形成的孔中的至少两个孔116和117中,并且其直径为2-5cm,深度为2-30cm, 用于支撑这些销的壳体102,以及用于移动多个销中的至少一个(销110)的移动装置108,其更靠近或与另一个销101分离。版权所有(C)2005,JPO&NCIPI
    • 4. 发明专利
    • BASE-ISOLATION CONSTRUCTION OF STRUCTURE
    • JP2000170193A
    • 2000-06-20
    • JP34692698
    • 1998-12-07
    • OHBAYASHI CORP
    • KOIDE TADAOSATO KIYOSHI
    • E02D27/34E02D31/08
    • PROBLEM TO BE SOLVED: To maintain the effect of absorption of seismic energy by a buffer area for a long period, while preventing the ground subsidence or the like due to loosening of the peripheral ground. SOLUTION: In a base-isolation construction of a structure, a dynamic earth pressure buffer area 4 is provided between an underground buried part 2 of the structure 1 and the peripheral ground 3, and this area is formed by disposing a large number of buffer bodies 5 so that they surround the circumference of the structure 1. The buffer body 5 is prepared by sealing a mixture of granular sand and liquid water, as loose saturated sand in a non-water-permeable and almost cylindrical bag body. In the dynamic earth pressure buffer area 4 formed by the buffer bodies 5, shear stiffness is generated by the mutual frictional resistance of sand grains when a static horizontal force acts while the shear stiffness is reduced by a rise in water pressure when a dynamic horizontal force acts.
    • 10. 发明专利
    • VIBRATION TESTER FOR UNDERWATER STRUCTURE
    • JPS6475931A
    • 1989-03-22
    • JP23264587
    • 1987-09-18
    • OHBAYASHI CORP
    • GOTO YOZOKOIDE TADAO
    • G01M10/00G01M7/00G01M7/02
    • PURPOSE:To avoid the enlargement of an apparatus, by constituting the side wall of a water tank so that the side wall can be displaced in the vibrating direction of a vibration applying device, and adjusting the amount of displacement in correspondence with the change in water level in the water tank. CONSTITUTION:A vibrating stage 14, a reaction wall 16 and a vibration applying device 18, which gives vibration in the horizontal direction are provided in this vibration tester. A water tank 20 is constituted on the stage 14 so that rectangular frame bodies are laminated in many stages and the side wall in the short side direction can be displaced. A planar plate spring 32, which is extending to the short side, is fixed to a vibration plate 36 and attached to an expanding and contracting plunger 42 of a hydraulic jack 40 through a round spring 38. The water tank 20 is filled with water. Vibration is applied with the device 18, and waves are generated. At this time, the amount of displacement is operated based on the detected value of a wave height meter 50. The side wall is moved inward and outward with the control system of the jack 40. The change in water level is absorbed with the displacement of the side wall. Therefore, the enlargement of the apparatus can be avoided.