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    • 1. 发明专利
    • AIR TUNNEL TESTER
    • JPS6366434A
    • 1988-03-25
    • JP21078886
    • 1986-09-09
    • NIPPON KOKAN KK
    • FUJISAWA NOBUMITSUKITAGAWA KIICHISONOBE YOSHIHIROKATO SHINJI
    • G01M7/02G01M7/00G01M9/00G01M9/08
    • PURPOSE:To enhance the ratio between torsion and flexure frequencies without an increase in the polar inertial moment, by applying a spring constant of a coil spring for flexure and a spring constant of a coil spring for torsion independently. CONSTITUTION:Coil springs 11 and 11a for vertical flexure and coil springs 12-12c for horizontal torsion are arranged independently and when wind 8 is provided from the direction of the arrow, this apparatus vibrates, where flexure frequency is determined by the springs 11 and 11a, and the torsion frequency by the springs 12-12c and the interval (b) therebetween. When a model 5 vibrates in vertical flexure, the springs 11 and 11a extend or reduce but the springs 12-12c little do and hence the flexure frequency can be determined by the springs 11 and 11a only. Likewise, when the model 5 vibrates in torsion, the springs 11 and 11a will not extend or reduce and hence the torsion frequency can be determined by the springs 12-12c only. A larger ratio between torsion and flexure frequencies can be obtained simply by increasing the strength of the springs 12-12c. Thus, an increase in the torsion frequency (f) in noway contributes to a larger polar inertial moment.
    • 2. 发明专利
    • DAMPING METHOD FOR AERODYNAMIC VIBRATION OF STRUCTURE
    • JPH04198507A
    • 1992-07-17
    • JP32607090
    • 1990-11-29
    • NIPPON KOKAN KK
    • FUJISAWA NOBUMITSUSONOBE YOSHIHIRO
    • E01D1/00E01D2/04E01D11/02E01D11/04
    • PURPOSE:To suppress aerodynamic vibration of the main girder by a method in which a plurality of nozzles are set at given intervals in the longitudinal direction of the main girder on the corners of the box-like main girder of bridge and air is jetted from the nozzles to the opposite directions (longitudinal direction, widthwise direction, or vertical direction of main girder). CONSTITUTION:Nozzles 20 are set at a given interval in the longitudinal direction (X-direction) on the corners of a main girder 2, and ports 20a and 20b through which air is jet to opposite directions are provided to the nozzles 20. When the main girder 2 receives wind 6 in the sideward direction (Y-direction), the nozzles 20 operate to form air stream 21, where swirl produced on the girder 2 is disturbed to vary the flow and rate of the swirl. The air stream 21 is formed intermittently in the longitudinal direction (X-direction), and nonsteady air force by swirl on the girder 2 is also varied to suppress the vibration in the Z-direction of the main grider 2. Since the downflow rate of swirl is also varied, the resonance of nonsteady air force and vibration can be prevented. Aerodynamic vibration of the main girder can thus be suppressed.
    • 6. 发明专利
    • DAMPING METHOD FOR AERODYNAMIC VIBRATION OF STRUCTURE
    • JPH04198506A
    • 1992-07-17
    • JP32606990
    • 1990-11-29
    • NIPPON KOKAN KK
    • FUJISAWA NOBUMITSUSONOBE YOSHIHIRO
    • E01D1/00E01D2/04E01D11/02E01D11/04
    • PURPOSE:To control aerodynamic vibration of main girder by a method in which nozzles are set at a given interval in the span direction on the corners of box-like main girder for bridge and air is jetted in a fanshaped form from the nozzles to form air stream toward the widthwise direction of the main girder. CONSTITUTION:Nozzles 20 are set at a given interval in the span direction on the corners of a main girder 2. Air is jetted in a fan-shaped form from the ports 20a of the nozzles 20 to form a fan-shaped air stream toward the widthwise direction of the main girder 2, where the air stream 21 is formed intermittently to the span direction (X-direction) due to the presence of the nozzles 20 at a given interval in the span direction of the main girder 20. In this case, a portion where the downflow rates are differently occurred in the direction of Y of swirl produced on the main girder is formed intermittently, whereby avoiding the occurrence of vibration to the direction of Z in the main girder 2. Also, the downflow rate of the swirl are varied to prevent resonance of the nonsteady air force and vibration. Air vibration can thus be controlled.
    • 7. 发明专利
    • DOUBLE TUBE TYPE COMMUNICATION PIPE
    • JPH03137511A
    • 1991-06-12
    • JP27495089
    • 1989-10-24
    • NIPPON KOKAN KK
    • FUJISAWA NOBUMITSUSONOBE YOSHIHIRO
    • G01C5/04
    • PURPOSE:To improve precision in measurement by a construction wherein airtight chambers are formed in the upper end parts of a plurality of water level pipes respectively and a pressure conduction pipe for keeping the inside of each airtight chamber under an equal pressure is connected to each water level pipe. CONSTITUTION:Water level pipes 1 are provided at several measuring places of a bridge 7, for instance, and the lower end parts of the pipes 1 are made to communicate with each other by a conduit pipe 2. The upper end parts of the water level pipes 1 are hermetically sealed to form airtight chambers respectively and a pressure conduction pipe 4 is made to communicate with the respective airtight chambers 3 of the water level pipes 1. The pressure conduction pipe 4 connects the airtight chambers 3 one another in the upper parts of all the water level pipes 1 constituting a communication pipe and an air pressure in each water level pipe 1 constitutes a same air chamber 5. Besides, a valve 6 for making the air pressure inside the air chamber 5 open to the atmospheric pressure is provided. Even when the water level in each water level pipe 1 fluctuates due to displacement or deformation at the relevant measuring place, the volume of the water and air in the water level pipes 1, the conduit pipe 2 and the pressure conduction pipe 4 constituting the communication pipe is invariable. When the air chamber 5 is not opened by the valve 6, therefore, no change of the air pressure in each water level pipe 1 occurs even with the displacement at the measuring place and thus an accurate measurement of a water level is enabled.