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
    • 3. 发明专利
    • Building structure of multiple dwelling house
    • 多层建筑房屋建筑结构
    • JP2004204487A
    • 2004-07-22
    • JP2002372810
    • 2002-12-24
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • HIRAKAWA YASUAKIFUKUYAMA KUNIOMINE TAKATOSHIKONO TAKASHIOHIRA MAKOTOTAKEUCHI MITSURUBANDO YOSHINORI
    • E04H1/04E04H9/02
    • PROBLEM TO BE SOLVED: To provide the building structure of a multiple dwelling house uniformizing structures among a large number of dwelling units to avoid the complication of construction, e.g., maintaining a fine view from a balcony in any dwelling unit within a limited floor height (such as 3 m) and moreover sufficiently coping with an earthquake.
      SOLUTION: In this building structure of the multiple dwelling house, a large number of the dwelling units 5 with the balconies 4 are vertically and laterally lined up with the respective balconies 4 facing the same directions. In each of a large number of the dwelling units 5, a frame in the ridge direction X on the balcony side is constructed of a flat slab structure A without a beam, a frame in the ridge direction X on the opposite side to the balcony 4 is constructed of a rigid frame structure B with a beam 7 built in a wall 8, and a frame in a beam-to-beam direction Y partitioning each dwelling unit 5 is constructed of an aseismatic wall C.
      COPYRIGHT: (C)2004,JPO&NCIPI
    • 要解决的问题:为了提供大量住宅单元之间的多住宅统一结构的建筑结构,以避免施工的复杂化,例如,在有限的住宅单元内的阳台上保持良好的视野 地面高度(如3米),还能充分应对地震。 解决方案:在多层住宅的这种建筑结构中,大量具有阳台4的住宅单元5垂直和侧向地排列着相应方向相对的阳台4。 在大量的住宅单元5中,阳台侧的脊方向X上的框架由没有梁的平板结构A,与阳台4相反的一侧的脊方向X上的框架构成 由具有内置在壁8中的梁7的刚性框架结构B构成,分隔每个住宅单元5的梁对梁方向Y的框架由抗震壁C构成。(C )2004年,日本特许厅和NCIPI
    • 4. 发明专利
    • Steel-plate earthquake-resisting wall
    • 钢板接地墙
    • JP2008088632A
    • 2008-04-17
    • JP2006267038
    • 2006-09-29
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MINE TAKATOSHINOZAWA HIROKAZUKUSHIMA SOICHIRO
    • E04H9/02F16F15/02
    • PROBLEM TO BE SOLVED: To facilitate the addition of design performance to a wall while exerting a function of an earthquake-resisting wall, and to secure daylighting through the wall.
      SOLUTION: A plurality of cross ribs 3 are juxtaposed at vertical intervals throughout both right and left columns 1A in a space S between the column 1A and beam 1B of a main frame 1, a plurality of longitudinal ribs 4 are juxtaposed at horizontal intervals throughout both upper and lower beams 1B, some Ss of respective small spaces Ss obtained by subdividing the space S by both the ribs 3 and 4 are constituted as closed portions 5 in which an earthquake-resisting steel plate 2 is provided in a state of closing the small spaces Ss; the small spaces Ss except them are constituted as an opening 6 which passes through the front side and the backside of the wall; and the closed portions 5 and the openings 6 coexist in all of respective small space rows G and respective small space columns R, and are regularly arranged in each of the small space rows G and each of the small space columns R.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了方便在墙上施加防震设计性能,同时发挥抗震墙的功能,并且通过墙壁保持采光。 解决方案:多个横肋3在主框架1的柱1A和梁1B之间的空间S中的左右列1A的垂直间隔处并置,多个纵向肋4以水平方式并置 在上梁和下梁1B的间隔中,通过将两个肋3和4细分空间S而获得的各个小空间Ss的一些Ss构成为在其中设置有抗震钢板2的状态的封闭部分5 关闭小空间Ss; 除了它们之外的小空间Ss构成通过壁的前侧和后侧的开口6; 并且闭合部分5和开口6共享在所有相应的小空间行G和各个小空间列R中,并且规则地布置在每个小空间列G和每个小空间列R中。 COPYRIGHT (C)2008,JPO&INPIT
    • 7. 发明专利
    • Earthquake-resisting wall structure
    • 地震电阻结构
    • JP2008101347A
    • 2008-05-01
    • JP2006282671
    • 2006-10-17
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MINE TAKATOSHINAKAHIRA KAZUTONOZAWA HIROKAZUKUSHIMA SOICHIRO
    • E04B2/56
    • PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall structure which can efficiently and easily enhance earthquake-resisting strength, while reducing the weight of an earthquake-resisting wall.
      SOLUTION: A space S is surrounded by an upside floor structure 2, a pair of column structures 3 for supporting the upside floor structure 2, and a downside floor structure 5 in which the pair of column structures is erected. A plurality of cylindrical bodies 6 are installed in the space S in such a manner that the axial centers of the cylindrical bodies are positioned along a direction almost orthogonal to a direction in which the pair of column structures face each other, and in such a manner as to be vertically and horizontally juxtaposed in the state of being connected to one another in the radial direction of the cylindrical body. Thus, the earthquake-resisting wall B is integrally constructed.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供能够有效且容易地提高耐震强度的抗震墙结构,同时减轻抗震墙的重量。 解决方案:空间S被上侧楼层结构2,用于支撑上侧楼层结构2的一对柱结构3和竖立有一对列结构的下侧楼层结构5包围。 多个圆柱体6以这样的方式安装在空间S中,使得圆柱体的轴向中心沿着与一对柱结构彼此面对的方向几乎正交的方向定位,并且以这种方式 在圆柱体的径向方向上彼此连接的状态下垂直和水平并置。 因此,抗震墙B一体构成。 版权所有(C)2008,JPO&INPIT
    • 8. 发明专利
    • LEVEL DISPLAY DEVICE
    • JPH02126109A
    • 1990-05-15
    • JP27876488
    • 1988-11-04
    • TAKENAKA KOMUTEN COKAYABA INDUSTRY CO LTD
    • FUKUYAMA KUNIOMINE TAKATOSHISAITO KENJI
    • E02D27/34E02D35/00G01B21/00
    • PURPOSE:To easily and accurately display a relative level difference measured at each measurement position by displaying a relative displacement difference between the level in each measurement position and a reference level on a level display means arranged in positional relations correspond to the measurement position. CONSTITUTION:A reference manometer 1 installed in a reference position of a structure and many manometers 2 installed in respective measurement positions are connected to each other by connection tubes 3. The liquid surface level is detected by a liquid surface sensor 7 of the reference manometer 1 and is displayed on a bar graph 11A and a digital meter 11B of a display device 10. Each displacement manometer 2 is provided with a sensor 8 which generates the output when the liquid surface reaches a prescribed level, and plural lamps 12 arranged in positional relations to respective measurement positions are lit. The liquid surface level displayed on the bar graph 11A or the digital meter 11B at the time of lighting of one lamp 12 indicates the difference in level between the measurement position where the displacement manometer 2 corresponding to this lamp 12 is installed and the position where the reference manometer 1 is installed.
    • 9. 发明专利
    • LEVEL MEASURING INSTRUMENT FOR STRUCTURE
    • JPH02115712A
    • 1990-04-27
    • JP26923588
    • 1988-10-25
    • TAKENAKA KOMUTEN COKAYABA INDUSTRY CO LTD
    • FUKUYAMA KUNIOMINE TAKATOSHISAITO KENJI
    • G01C9/22G01C5/04
    • PURPOSE:To accurately measure relative levels in many positions by installing a reference manometer and many displacement manometers and connecting them with connection tubes. CONSTITUTION:A reference manometer 1 installed in a reference position and many displacement manometers 2 installed in respective measuring positions are connected to each other by connection tubes 3. Manometers 1 and 2 are provided with sensors 7 and 8 which output levels of the liquid surface, and signals from these sensors are displayed on a display part through a controller 10. At the time of measurement, a water injection valve 4 or a drain valve 5 is operated to raise or lower the liquid surface in a duct. Thus, when levels in measuring positions where manometers 2 are installed are not changed relatively to the level in the position where the manometer 1 is installed, signals are outputted from manometers 2 to the display part (a bar graph 11A and a digital meter 11B) at a time when the measured value of the manometer 1 reaches a prescribed value. When they are changed relatively, signals of manometers 2 are different in output time, and the measured liquid surface of the manometer indicated with a lamp 12 at the output time is the extent of displacement from the reference level in each measuring position.
    • 10. 发明专利
    • REINFORCING MECHANISM FOR BEAM
    • JPH01219229A
    • 1989-09-01
    • JP4355088
    • 1988-02-25
    • TAKENAKA KOMUTEN CO
    • MINE TAKATOSHISUZUKI ATSUO
    • E04B1/24
    • PURPOSE:To prevent a beam from being bent and horizontal buckling from being generated, by connecting a lower end side in the direction of a one-side beam and an upper end side in the direction of the other side beam, among two beams positioned within the same or almost same plane, to each other with a reinforcing member. CONSTITUTION:On the four side periphery of the column 1 of a square steel pipe, large beams 2 consisting of four H-shape steels are butted, and are welded to be fixed. Then, the one-side end section of the reinforcing member 3 of an angle steel is welded and fixed on a vertical stiffener 2a welded and fixed between the upper and lower flanges of the large beam 2, at the lower end side in the direction of the large beam 2. Besides, the other side end section of the reinforcing member 3 is welded and fixed on the vertical stiffener 2a welded and fixed between the upper and lower flanges of the large beam 2, at the upper end side in the direction of the adjacent large beam 2 fitted on a peripheral surface adjacent to the peripheral surface of the column 1 on which the large beam 2 is fitted.