会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 2. 发明专利
    • ROOF END STRUCTURE OF BUILDING
    • JPH1030363A
    • 1998-02-03
    • JP18914996
    • 1996-07-18
    • TAISEI CORP
    • OOHASHI TOMOKIASAMI YUTAKAAIHARA TOMOKOHOSOZAWA OSAMU
    • E04H9/14
    • PROBLEM TO BE SOLVED: To securely reduce the wind pressure at a roof end, by providing a notch at the boundary between a roof and the outermost wall of a building and defining the height up to the upper end of the outermost wall at the upstream side of wind on the basis of a specified function of the height and the horizontal distance from the upstream side upper end to the roof end. SOLUTION: Respective dimensions are decided to satisfy formulas, h1 /H=0.5, d1 /H=0.5-1.25, where H is height up to the upstrem side upper end 7 in the outermost wall 6 and h1 , d1 are height and length from the upper end 7 to the roof end 5 respectively. When a notch 4 is formed in the dimensional relation the distance between the separating strem S arising at the upstream side upper end 7 of the outermost wall 6 and flowing to the roof end 5 and the roof face 2 becomes narrow and the separating stream S flows along the roof face 2. As a result, a negative pressure or wind pressure generated near the roof end 5 is reduced. A projection 10 is formed in the notch 11 and functions, h2 /h1 =0.5-0.75, d2 /H=0.25, are provided, where h2 is height from the upstream side upper end to the projection, d2 is horizontal distance from the outermost wall end to the roof end. In this way, exfoliation and damage of finish panels or the like can be favorably prevented.
    • 3. 发明专利
    • SHOCK DAMPER
    • JP2003240047A
    • 2003-08-27
    • JP2002041448
    • 2002-02-19
    • TAISEI CORP
    • ASAMI YUTAKA
    • E04H9/02E04H12/00F16F15/02
    • PROBLEM TO BE SOLVED: To provide a tube type shock damper where cycle of a weight does not change even when a structure has large vibration amplitude, safety is high when the structure vibrates excessively, and the weight does not vibrate in an unexpected direction. SOLUTION: A pair of pipe bodies 2 and 3 bent in a J-shape are interconnected in a U-shape via a center plate 5, and end plates 6 and 7 are mounted to upper ends of the pipe bodies 2 and 3. Shock absorbing materials 8 and 9 are adhered to both surfaces of the center plate 5, and weights 12 and 13 are inserted into respective pipe bodies 2 and 3 rollably along the pipe bodies. When the shock damper vibrates in cooperation with the structure 15, the weights 12 and 13 move in the pipe bodies 2 and 3 and strike the shock absorbing materials 8 and 9 to absorb vibration energy of the structure 15. By adjusting curvatures of the pipe bodies 2 and 3, cycles of the weights 12 and 13 can be keep constant regardless of the vibration amplitude of the structure 15. Moving routes of the weights 12 and 13 are limited within the pipe bodies 2 and 3, and moving ranges of the weights 12 and 13 are limited by the end plates 6 and 7. COPYRIGHT: (C)2003,JPO
    • 4. 发明专利
    • METHOD AND DEVICE FOR CONTROLLING VIBRATION OF STRUCTURE
    • JPH02120476A
    • 1990-05-08
    • JP26935988
    • 1988-10-27
    • TAISEI CORP
    • ASAMI YUTAKAYAMADA MASAAKI
    • E04H9/14F16F15/02F16F15/023
    • PURPOSE:To set a wind force applied to blades to be vibration controlling force, and control due to wind on a structure by arranging a plurality of the blades consisting of each one set of two pieces at least rotatably on the structure, and by controlling the angles of the respective blades against the direction of the wind. CONSTITUTION:A plurality of blades consisting of each one set of two piece blades at least arranged rotatably on a structure, and a vibrometer and an anemoscope arranged on the structure, are set. After that, the vibration of the structure and the detecting signal of the wind direction from the vibrometer and the anemoscope are received, and the angle setting device of the blades are controlled, and the angles of the blades are set. After that, at both ends in the diagonal directions at the penthouse section of the tower-shape structure 1, a pair of the blades 2 are rotatably arranged with the center of a vertical axis to the wind direction. Then, the angles of the blades 2 are controlled, and the vibration controlling force of the direction to the wind direction and the right angle direction to the wind direction is obtained. As a result, the load bearing of the structure can be reduced.
    • 5. 发明专利
    • VIBRATION CONTROLLING OF HIGH-RISE CONSTRUCTION
    • JPH0296064A
    • 1990-04-06
    • JP24451488
    • 1988-09-30
    • TAISEI CORP
    • YAMADA MASAAKIASAMI YUTAKA
    • E04H9/02E04H9/14F16F15/02
    • PURPOSE:To obtain the effect of vibration control with a simple construction by installing an exciter to rotate a pair of eccentric masses corresponding to external force to provide turning torque conforming to natural frequency of a construction and canceling the external force by centrifugal force to be generated. CONSTITUTION:An exciter to rotate a pair of eccentric masses 11 corresponding to external force is installed in the direction of X. After that, the direction and magnitude of external force to act on the construction is detected by a sensor, and is inputted to a computer. Then, the length of an arm 13 is controlled, a rotary shaft 12 is rotated by a motor to provide the masses 11 with turning torque corresponding to natural frequency of the construction. They are rotated in the opposite direction each other to generate centrifugal force, and the force to cancel external force is generated. Canceling force is generated by another exciter in correspondence with the external force in the direction of Y. According to the constitution, economic efficiency can be increased.
    • 8. 发明专利
    • PRODUCTION OF CHARCOAL
    • JP2000038587A
    • 2000-02-08
    • JP20666998
    • 1998-07-22
    • TAISEI CORP
    • ASAMI YUTAKANARIHARA HIROYUKIAIHARA TOMOKOHIGASHIYAMA HIROTO
    • C10B53/02C10L5/44
    • PROBLEM TO BE SOLVED: To easily produce granular charcoal having a granule size suitable for the purpose of its use by crushing the waste lumber from buildings into chips with a crusher and baking the chips in a charcoal kiln equipped with an air supply adjustment mechanism. SOLUTION: A charcoal kiln 5 used in the invention comprises a charge port 6 for chips 3; an air supply port 4 having an air supply adjustment mechanism 10; an air supply port adjustment plate 11 installed at the air supply port 4; a charcoal takeout port 7; a chimney 8; and an ash take-out port 9. The air supply adjustment mechanism 10 is based on the use of a bimetal as the air supply adjustment plate 11 installed at the air supply port 4 so that the bimetal-made air supply adjustment plate 11 senses the temp. in the kiln 5 and bends as the temp. changes. Therefore, such an adjustment is made possible that when the bending of the air supply adjustment plate 11 is small, i.e., the temp. in the kiln 5 is low, then the amt. of air taken in is increased and vice versa. Thus, charcoal can be mass-produced in a short time at a low cost without needing skill in temp. control, etc.
    • 9. 发明专利
    • VIBRATION DAMPING DEVICE
    • JPH1037514A
    • 1998-02-10
    • JP19611196
    • 1996-07-25
    • TAISEI CORP
    • ASAMI YUTAKA
    • E04H9/02E04H9/14F16F15/02
    • PROBLEM TO BE SOLVED: To provide a vibration damping device capable of being set in a narrow space by providing a column winding part on the column of a structure, arranging a strut adjacently to the column, providing a strut winding part on the strut, winding a linear body over the column wrapping part and the strut wrapping part, detecting the vibrating speed of the structure, and controlling the tension of the linear body according to the resulting detection signal. SOLUTION: A pulley 3 is mounted on a column 2 every floor of a structure 1, and a strut 5 is stood adjacently to the column 2. The strut 5 has a pulley 6, and a wire 7 is wound over the pulley 3 and the pulley 6. The wire 7 is connected to the end part of the piston rod of an actuator 8 set on the floor of a ground floor. The vibrating speed of the structure 1 is detected by a vibration meter 10, and the tension of the wire 7 is controlled through the actuator 8 by a control device 9 according to the resulting detection signal. Thus, the setting space can be significantly minimized, compared with the case in which a vibration damping device using a weight as in the past is set to impart a damping force.