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    • 2. 发明专利
    • Bandlike complex sensor for measuring strain, and strain detecting method using the same
    • 用于测量应变的BANDLIKE复合传感器和使用其的菌株检测方法
    • JP2005233836A
    • 2005-09-02
    • JP2004044910
    • 2004-02-20
    • Shibata Ind Co LtdToyo Constr Co Ltdシバタ工業株式会社東洋建設株式会社
    • KOTAKE NOZOMITSURUGASAKI KAZUHIROKITADE KEISUKEBABA SHINTAROMIYAKE TATSUONISHINO YOSHIO
    • G01B11/16G01B21/32G01D5/26G01D5/353
    • PROBLEM TO BE SOLVED: To provide a bandlike complex sensor for measuring a strain easy to be carried and installed, and a strain detecting method using the sensor.
      SOLUTION: This bandlike complex sensor 6 is constituted to interpose an optical fiber 10 between a first elastic bandlike body 7 and a second elastic bandlike body 8 joined to follow a displacement to a water barrier sheet 5. The first elastic bandlike body 7 follows truly a strain of the water barrier sheet 5 to bring a strain of the optical fiber 10. The strain of the optical fiber 10 is detected to grasp the strain of the water barrier sheet 5. The bandlike complex sensor 6 constituted to interpose the optical fiber 10 between the first bandlike body 7 and the second bandlike body 8 is allowed to be wound preliminarily because the sensor 6 is substantially bandlike, and is carried easily and efficiently to a using objective portion (the water barrier sheet 5). Installation work is facilitated since the bandlike complex sensor 6 is laid in the using objective portion (the water barrier sheet 5) by drawing-out of one end part thereof.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种用于测量容易携带和安装的应变的带状复合传感器,以及使用该传感器的应变检测方法。 解决方案:该带状复合传感器6被构造成将光纤10插入到第一弹性带状体7和接合以阻挡片5的位移之间的第二弹性带状体8之间。第一弹性带状体7 遵循真正的防水片5的应变以使光纤10产生变形。检测光纤10的应变以掌握防水片5的应变。带状复合传感器6构成为将光学 由于传感器6基本上带状,因此能够预先卷绕第一带状体7和第二带状体8之间的纤维10,并且容易且有效地携带到使用对象部(防水片5)。 由于带状复合传感器6通过拉出其一个端部而被放置在使用目标部分(防水片5)中,因此便于安装工作。 版权所有(C)2005,JPO&NCIPI
    • 3. 发明专利
    • Ground improvement work
    • 接地改进工作
    • JP2003306930A
    • 2003-10-31
    • JP2003141874
    • 2003-05-20
    • Japan Railway Construction Public CorpToyo Constr Co Ltd日本鉄道建設公団東洋建設株式会社
    • AOKI HIFUMIYONEZAWA TOYOJIHATA HIDEKAZUKOTAKE NOZOMIKITADE KEISUKE
    • E02D3/12E02D27/34
    • PROBLEM TO BE SOLVED: To provide a ground improvement work capable of developing improved ground comprising a grid wall-shaped solidified improved body and unimproved soil inside the grid wall-shaped solidified improved body capable of restricting an increase in the ground improvement range and of maintaining the internal and external stability to an adequate level.
      SOLUTION: Calculations of the resultant QX of ground reaction of a grid wall shaped solidified improved body 22a is performed basing upon the maximum vertical ground reaction degree p at the bottom surface obtained by using a reaction distribution in a plasticity area among the reaction distribution of the bearing ground 21. Because of this, the grid wall shaped solidified improved body 22a avoids a designing taking in an excessively large safety factor and a predetermined strength can be obtained, increasing of the improved range can be restricted and an adequate internal and external stability can be provided. In addition, the maximum vertical ground reaction degree p adopted is equal to a value resulted from a predetermined level 2 earthquake. Because of this, a vertical ground reaction degree in the plasticity area can properly reflect the vertical ground reflection degree in the plasticity area created by the level 2 earthquake and thus adequate internal and external stability can be definitely obtained even for the level 2 earthquake.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供能够开发改进的地面的地面改进工作,其包括网格壁状凝固改良体和网格壁状固化改良体内未改良土壤,能够限制地面改良范围的增加 并将内部和外部稳定性维持在适当水平。 解决方案:基于通过使用在反应中的可塑性区域中的反应分布获得的底表面处的最大垂直研磨反应度p,进行网格壁状凝固改进体22a的研磨反应的结果QX的计算 轴承座的分布21.因此,网格壁状凝固改良体22a避免了设计过大的安全系数,可以获得预定的强度,可以限制提高的范围的增加和适当的内部和内部 可以提供外部稳定性。 另外,采用的最大垂直地面反作用度p等于由预定的2级地震引起的值。 因此,可塑性区域的垂直地面反作用度可以适当地反映由二级地震产生的塑性区域的垂直地面反射度,因此即使是二级地震,也可以明确获得足够的内外稳定性。 版权所有(C)2004,JPO