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    • 1. 发明专利
    • INTELLECTUAL TRAINING TOY
    • HK1159543A1
    • 2012-08-03
    • HK11114079
    • 2011-12-30
    • I C I DESIGN INST INCKINJO RUBBER CO LTD
    • IIDA YOSHIAKI
    • A63H20060101
    • To provide an intellectual training toy which can suppress noise and improve safety, and which has a significant effect on developing children's intellect, maintaining or recovering the mental and physical functions of the elderly, and other purposes. An intellectual training toy whose material is a soft elastic material comprises a triangular annular member (1, 3, 8, 13), wherein a user can turn an inside surface and an outside surface of the annular member (1) inside out, and the shape of the annular member (1, 3, 8, 13) changes when the user turns the inside surface and the outside surface of the annular member (1, 3, 8, 13) inside out. Since the intellectual training toy is made of a soft and pliable material, noise can be suppressed and safety can be improved. With this intellectual training toy, since the shape of the annular member (1, 3, 8, 13) changes when the user turns the inside surface and the outside surface of the annular member (1, 3, 8, 13) inside out, there is a significant effect on developing children's intellect, maintaining or recovering the mental and physical functions of the elderly, and the like.
    • 4. 发明专利
    • 地盤不飽和化システム、及び、地盤の改良方法
    • 土壤养分系统和土壤改良方法
    • JP2014221969A
    • 2014-11-27
    • JP2013100925
    • 2013-05-13
    • 鹿島建設株式会社Kajima Corp錦城護謨株式会社Kinjo Rubber Co Ltd五洋建設株式会社Penta Ocean Construction Co Ltd
    • OKAMOTO MICHITAKAKITAMOTO YUKIYOSHIKAWABATA JUNICHIMIZUNO MASAHIKOMITSUNARI MASAYAMIYAMOTO KENJI
    • E02D3/10E02D27/34
    • 【課題】地下水から気泡含有液体への置換を効率良く確実に行って地盤を不飽和化する。【解決手段】地盤不飽和化システム1は地下水流生成システム4を備え、このシステム4は第1及び第2のドレーン材41a,41bを備える。ドレーン材41a,41bは、互いに所定の間隔Cを空けて平行に地盤2の改良対象領域3内に設置され、各々が鉛直方向に延在して通水性を有する。ドレーン材41a,41bは、その一方が改良対象領域3内への注水に用いられ、他方が改良対象領域3内からの揚水に用いられる。改良対象領域3内におけるドレーン材41a,41b間には注入管73の注入口75が配置される。注入管73にはマイクロバブル水生成装置71からマイクロバブル水が供給される。注入管73の注入口75から改良対象領域3内に注入されたマイクロバブル水は、ドレーン材41a,41b間に形成された地下水流によって改良対象領域3内に浸透する。【選択図】図1
    • 要解决的问题:通过有效且可靠地用含泡沫的液体替代地下水来使土壤去饱和。解决方案:土壤去饱和系统1包括地下水流产生系统4.地下水流产生系统4具有第一和第二排水材料41a 和41b。 排水材料41a,41b分别以规定的间隔C彼此平行地安装在地面2的改善对象区域3中; 沿垂直方向延伸; 并可渗透。 排水材料41a和41b中的一个用于注入水,并且排水材料41a和41b中的另一个用于从改进对象区域3抽取水。注入管73的注入口75布置在排水材料 41a和41b。注射管73从微泡水生成装置71供给含有水的微泡。通过注入管73的注入口75喷射的微泡水通过一个 在排水材料41a和41b之间产生的地下水流动。
    • 6. 发明专利
    • Drain material installation device
    • 排水材料安装装置
    • JP2012092596A
    • 2012-05-17
    • JP2010241782
    • 2010-10-28
    • Kinjo Rubber Co Ltd錦城護謨株式会社
    • ISHIHARA HIROSHITAMURA MAMORU
    • E02D3/10
    • PROBLEM TO BE SOLVED: To provide a drain material installation device configured to prevent deformation, breakage, etc. of an anchor when implanting a casing and make force for retaining it in the ground effectively act on the anchor when pulling out the casing.SOLUTION: The drain material installation device includes a co-rise prevention mechanism 10 which is provided on a lower end part of a casing 4 and prevents the co-rise of a drain material 7. The co-rise prevention mechanism 10 includes a hollow cylindrical inner side member 21, and an outer side member 41 to which the inner side member 21 is fitted and which is slidable to the inner side member 21. When the outer side member 41 is at a first movement limit position with respect to the inner side member 21, a lower end part of the outer side member 41 is abutted to an upper surface of an anchor 11 together with a lower end part of the inner side member 21. When the outer side member 41 reaches a second movement limit position from the first movement limit position by the rise of the inner side member 21 when the casing 4 is pulled out from the ground, the outer side member 41 rises together with the inner side member 21.
    • 要解决的问题:提供一种排水材料安装装置,其构造成在植入壳体时防止锚固件的变形,破裂等,并且在将外壳保持时将其保持在地面中有效地作用在锚固件上 。 解决方案:排水装置安装装置包括一个共同防止机构10,其设置在壳体4的下端部分上,并防止排水材料7的共同上升。共同防止机构10包括 中空的圆筒形内侧构件21和外侧构件41,内侧构件21装配到外侧构件21,并且可滑动到内侧构件21.当外侧构件41相对于第二移动极限位置 内侧构件21,外侧构件41的下端部与内侧构件21的下端部一起抵靠锚固件11的上表面。当外侧构件41达到第二移动极限 外壳4与内侧构件21一起升起时,内侧构件21的上升从第一移动极限位置开始位置。(C)2012 ,JPO&INPIT
    • 7. 发明专利
    • Installation method of horizontal drain material for improving soft ground
    • 用于改善软土的水平排水材料的安装方法
    • JP2010236354A
    • 2010-10-21
    • JP2010155739
    • 2010-07-08
    • Kinjo Rubber Co LtdPenta Ocean Construction Co Ltd五洋建設株式会社錦城護謨株式会社
    • NIIYA HIROSHINAGATSU TATSUOODERA MASASHIKIMURA MICHIHIRO
    • E02D3/10
    • PROBLEM TO BE SOLVED: To provide an installation method of horizontal drain material for improving a soft ground capable of reducing works at a construction site and horizontally installing a horizontal drain material economically and effectively.
      SOLUTION: An installation method of horizontal drain material is that a prescribed quantity of drain materials 10 which is to be installed in a horizontal direction is one unit as a drain material unit A, the drain material unit A which is connected with a prescribed interval length between the drained materials adjacent each other via drain material connectors 11 which correspond to a desired installation interval length is used, the drain material unit A is winded as a roll state that the interval of the connected drain materials 10 is shorter than the installation interval, is carried in the installation site in the rolled state of being winded, and, while the drain material unit which is winded in the rolled state is winded back and the edge of the drain material unit is drawn out, the drain material unit is drawn out to the surface of the soft ground by widening the interval of the drain material to the same length of the drain material connectors.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种水平排水材料的安装方法,用于改善可以在施工现场减少工作的软土,并经济有效地水平安装水平排水材料。 解决方案:水平排水材料的安装方法是在水平方向上安装的规定量的排放材料10作为排出材料单元A是一个单元,排出材料单元A与 使用通过排放材料连接器11彼此相邻的排出的材料之间相应于期望的安装间隔长度的规定间隔长度,排出材料单元A卷绕成卷状态,使得连接的排出材料10的间隔短于 安装间隔在被卷绕的轧制状态下在安装地点承载,并且在卷绕状态的卷绕状态的排出材料单元卷绕并且排出材料单元的边缘被抽出时,排出材料单元 通过将排水材料的间隔扩大到排水材料连接器的相同长度,将其拉出到软土地表面。 版权所有(C)2011,JPO&INPIT
    • 9. 发明专利
    • Soft ground improving method by vacuum consolidation, and drain member
    • 软土地基改善方法,排水构件
    • JP2006241872A
    • 2006-09-14
    • JP2005060101
    • 2005-03-04
    • Kinjo Rubber Co LtdPenta Ocean Constr Co Ltd五洋建設株式会社錦城護謨株式会社
    • YONETANI HIROSHINIIYA HIROSHIKIMURA MICHIHIRO
    • E02D3/10
    • PROBLEM TO BE SOLVED: To provide a soft ground improving method by vacuum consolidation, and drain members usable for the method for improving efficiency of field work and positively driving vertical drain members to efficiently improve the soft ground.
      SOLUTION: In this soft ground improving method by vacuum consolidation, the water permeable vertical drain members 11 are driven into the soft ground 1, and pressure in the vertical drain members is reduced by a pressure reducing means to drain water in the soft ground through the vertical drain members. The vertical drain member has a length corresponding to the insertion depth into the soft ground, and an airtight cap 12 connecting a drain tube member 13 leading to the pressure reducing means is mounted to the upper end of the vertical drain member. The vertical drain member is inserted into the soft ground, with the airtight cap placed on the upper side until the depth of the airtight cap is 50 cm or more from an upper face 10 and reaches the underground water level face 2.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:通过真空固结提供软地面改进方法,以及用于提高现场工作效率和积极驱动垂直排水构件的方法的排水构件,以有效地改善软土地面。 解决方案:在这种通过真空固结的软土地改进方法中,透水垂直排水构件11被驱动到软地面1中,并且通过减压装置减少垂直排水构件中的压力以排出软的水 通过垂直排水构件接地。 垂直排水构件的长度对应于软地面的插入深度,连接通向减压装置的排水管构件13的气密盖12安装在垂直排水构件的上端。 垂直排水构件插入软土地面,气密帽位于上侧,直到气密盖的深度从上表面10达到50厘米以上,并到达地下水位面2。 (C)2006,JPO&NCIPI