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    • 12. 发明专利
    • Method of foundation work
    • 基金会工作方法
    • JP2009215854A
    • 2009-09-24
    • JP2008063580
    • 2008-03-13
    • Kajima Corp鹿島建設株式会社
    • MIYAMOTO YUJIKOYAMADA KOJIYAMAZOE MASATOSHIOMIKA YUKIHIROYAMADA SHUNICHI
    • E02D27/34E02D3/00E02D3/12E02D27/00
    • PROBLEM TO BE SOLVED: To obtain a method of foundation work adaptable to a construction field providing good construction efficiency without being influenced by a structural form of an upper building, by which the cost is reduced compared to the method for improving the ground or installing a seismic isolation device, a response of the building when an earthquake is efficiently reduced, and an effective countermeasure for environmental issues like reduction of construction waste soil is provided. SOLUTION: As the foundation peripheral ground of a structure like the building, a foundation outer peripheral part 2, for example, is replaced with a ground material of a nonlinear material different from the original ground 1 to form a replaced part 15, of which the material replacing the original ground is expected to exert an excellent damping property upon large deformation, and causes no residual displacement. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了获得适应建筑领域的基础工作方法,提供良好的施工效率而不受上层建筑的结构形式的影响,与改进地面的方法相比,降低了成本 或安装隔震装置,有效减少地震时建筑物的响应,以及减少施工废弃土壤等环境问题的有效对策。 解决方案:作为诸如建筑物的结构的基础外围地面,例如,基础外周部分2被替换为与原始地面1不同的非线性材料的研磨材料以形成更换部分15, 其中代替原地的材料预期在大变形时将发挥优异的阻尼性能,并且不会产生残余位移。 版权所有(C)2009,JPO&INPIT
    • 15. 发明专利
    • STRUCTURAL DESIGN SUPPORTING SYSTEM AND RECORDING MEDIUM
    • JPH11117383A
    • 1999-04-27
    • JP28369397
    • 1997-10-16
    • KAJIMA CORP
    • YAGUCHI TAKUROOMIKA YUKIHIROSUZUKI KIYOTOMOWAKASUGI KAZUOMASUDA MANABUOKANO MITSUYUKIENDO YUKIO
    • E04B1/00G06F17/50
    • PROBLEM TO BE SOLVED: To produce a structural design by a person being not a skilled engineer by a method wherein a means to effect building fundamental data and a construction work, a means to set load and a wall shearing force sharing rate, means to study rigidity, calculate a section and process rigidity and a load when a section is varied, and a means to calculate a skeleton quantity are provided, and each means uses producing data by using the data in common with each other. SOLUTION: When a set part 43 for building fundamental data and construction inputs building fundamental data, an assuming section is automatically calculated and a result is stored at common data 53. A skeleton quantity computing part 49 calculates a skeleton quantity based on data of an assumed section. Thereafter, a structure study.section computing part 47 executes section computation of only a member forming a reference and stores a result at the common data 53. The quantity computing part 49 computes a skeleton quantity based on data of only a reference member stored at the common data 53. The section computing part 47 effects section study of all members, and the quantity computing part 49 computes a total reset value of a skeleton quantity. Thus, structural calculation is practicable even by a person being not a skilled engineer.
    • 19. 发明专利
    • 天井材の落下防止装置
    • 天花板预防装置
    • JP2014234601A
    • 2014-12-15
    • JP2013115175
    • 2013-05-31
    • 鹿島建設株式会社Kajima Corp株式会社小堀鐸二研究所Kobori Takuji Kenkyusho:Kk
    • WATANABE SHIGEOOMIKA YUKIHIRO
    • E04B9/30E04B9/00E04G23/02
    • 【課題】上部の躯体から懸垂した吊り材に支持された天井材の地震等による床上への落下と飛散を防止し、天井材の下方にいる人への被害を未然に防止する。【解決手段】上部の躯体1から懸垂した吊り材2に支持される天井材3の下面に直接、もしくは間接的に接触し得る状態で配置され、上部の躯体1の周囲に位置する周囲の躯体4の内、少なくとも一方向に対向する側面5、5間に架設される伸縮可能な補強材6と、補強材6の長さ方向両端部を周囲の躯体4に定着させる定着部材7から落下防止装置8を構成する。【選択図】図1
    • 要解决的问题:通过防止由悬挂在上部的骨架上的悬挂材料支撑的天花板材料通过地震等而落在地板上,从而防止对住在天花板材料下的人造成损坏。 解决方案:防坠落装置8包括:可膨胀增强材料6,其布置成能够直接或间接地接触由吊顶材料3支撑的顶棚材料3的下表面,悬挂材料2悬挂在悬挂材料2的骨架1上 上部,并且安装在位于上部骨架1周围的周缘骨架4中的至少一个方向上相对的侧面5,5之间; 以及用于将加强材料6的长度方向上的两个端部部分固定到周边骨架4的固定部件7。
    • 20. 发明专利
    • Vibrating apparatus
    • 振动装置
    • JP2008116567A
    • 2008-05-22
    • JP2006298057
    • 2006-11-01
    • Kajima Corp鹿島建設株式会社
    • ORUI SATORUOMIKA YUKIHIROYAMADA SHUNICHIKOJIKA NORIHIDE
    • G09B9/00B06B1/04
    • PROBLEM TO BE SOLVED: To provide vibrating apparatus capable of generating vibration in all directions on a plane, and capable of reproducing large amplitude vibration without increasing the size of the apparatus.
      SOLUTION: The vibrating apparatus 1 has a floor slab 2 and, on the rear side of the floor slab 2, omnidirectional wheels 3 and motors 4 for driving the omnidirectional wheels 3 are provided. A controller 5 is electrically connected to the motors 4. To the controller 5, waveform data simulating an earthquake of a prescribed magnitude is input via an input means. On the basis of the waveform data, the controller 5 controls the drive of the motors 4. By driving the motors 4, the omnidirectional wheels 3 move to vibrate the floor slab 2.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供能够在平面上产生各个方向的振动的振动装置,并且能够在不增加装置的尺寸的情况下再现大振幅的振动。 解决方案:振动装置1具有楼板2,并且在地板2的后侧设置有用于驱动全向轮3的全向轮3和马达4。 控制器5电连接到电动机4.对于控制器5,通过输入装置输入模拟规定大小的地震的波形数据。 基于波形数据,控制器5控制电动机4的驱动。通过驱动电动机4,全方向轮3移动以使楼板2振动。版权所有(C)2008,JPO&INPIT