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    • 1. 发明专利
    • Elastic articular joint skeleton structure and connector
    • 弹性连接骨架结构与连接器
    • JP2005264637A
    • 2005-09-29
    • JP2004081936
    • 2004-03-22
    • Du Pont Toray Co LtdTokyo Seiko Seni Rope KkToray Ind IncHirohiko Yamada大彦 山田東レ・デュポン株式会社東レ株式会社東京製綱繊維ロープ株式会社
    • YAMADA HIROHIKOONISHI HIROSHITSUNODA ATSUSHISHUDO YOICHISUZUKAWA KENJI
    • E04B1/24E04B1/58E04C5/08
    • PROBLEM TO BE SOLVED: To provide an elastic articular joint skeleton structure and the connector which prevent plastic deformation even when a large load is applied by a maximal earthquake or the like, and improve the plastic deformation preventing property further.
      SOLUTION: In the frame structural body with the elastic articular joint, end parts of a pair of structural members 1, 1 abut on each other, and a rope-like or a rod-like tendon 3 is stretched between the end parts in a piercing manner. A preliminary tensile force is applied to the tendon 3 to bring the ends into pressure contact with each other. The tendon 3 comprises fibers having a breaking strength of 1.0 kN/mm
      2 or more and an yield elongation of 1.5% or more and 5.0% or less. The connector comprises the rope-like or the rod-like tendon 3 formed by the fibers having the breaking strength of 1.0 kN/mm
      2 or more and the yield elongation of 1.5% or more and 5.0% or less, fixing metal pieces 4, 4 mounted on both ends of the tendon 3, respectively, and a tensile force adjusting member 5 mounted on at least one of the fixing metal pieces 4, 4 to apply the tensile force to the tendon 3.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 解决的问题:提供一种弹性关节骨架结构和即使在通过最大地震等施加大负荷时也能防止塑性变形的连接器,并且进一步提高塑性变形防止性能。 解决方案:在具有弹性关节的框架结构体中,一对结构构件1,1的端部​​彼此抵接,绳状或棒状的腱3在端部之间被拉伸 以刺激的方式。 对钢筋3施加初步张力,使端部彼此压力接触。 腱3包含断裂强度为1.0kN / mm 2以上的纤维,屈服伸长率为1.5%以上且5.0%以下。 连接器包括由具有1.0kN / mm 2以上的断裂强度的纤维形成的绳状或棒状的腱3,并且屈服伸长率为1.5%以上至5.0%, 分别安装在钢筋3的两端上的固定金属片4,4以及安装在至少一个固定金属片4,4上的拉力调节件5,以将张力施加到腱3上。 P>版权所有(C)2005,JPO&NCIPI
    • 4. 发明专利
    • Bonded structure of carbon fiber anchor and its forming method
    • 碳纤维锚固体的粘结结构及其形成方法
    • JP2010024620A
    • 2010-02-04
    • JP2008183571
    • 2008-07-15
    • Shimizu CorpToray Ind Inc東レ株式会社清水建設株式会社
    • WADAHARA EISUKEKONDO FUJIOHAYAKAWA TOSHIHIROSUZUKAWA KENJITSUKAGOSHI HIDEOIKETANI JUNICHI
    • E04G23/02E01D22/00
    • PROBLEM TO BE SOLVED: To provide a bonded structure of a carbon fiber anchor, which can obtain the excellent dynamic properties (particularly bonding strength) of the carbon fiber anchor composed of a bamboo blind-like carbon fiber tape excellent in the shape stability of the tape by bundling carbon-fiber threads into a bamboo blind shape, also in flexibility, handleability and shaping properties.
      SOLUTION: In this bonded structure, the carbon fiber anchor is bonded to a concrete structure as a body to be attached or a carbon fiber sheet stuck on the concrete structure. In the carbon fiber anchor, the bamboo blind-like carbon fiber tape, in which carbon fiber bundles are disposed in parallel in one direction, is impregnated with a resin, so that a fan-shaped fan portion and an embedded portion bundled like a rod can be formed. The carbon fiber anchor and the body to be attached are bonded together with the resin, so as to form an adhesion layer, an average thickness of which falls within a range of 0-3 mm and a maximum thickness of which falls within a range of 0-6 mm.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种碳纤维锚固体的粘合结构,其可以获得由形状优异的竹盲状碳纤维带构成的碳纤维锚固件的优异的动态特性(特别是粘结强度) 通过将碳纤维线束捆扎成竹盲形状,也具有柔软性,可操作性和成型性能的胶带的稳定性。 解决方案:在该粘结结构中,碳纤维锚固件作为要粘接的主体或粘在混凝土结构上的碳纤维板结合到混凝土结构上。 在碳纤维锚固体中,碳纤维束在一个方向上平行设置的竹盲状碳纤维带被树脂浸渍,从而使扇形风扇部分和嵌入部分如棒状物 可以形成。 碳纤维锚和要附着的物体与树脂粘合在一起,形成粘合层,其平均厚度在0-3mm的范围内,其最大厚度落在 0-6毫米。 版权所有(C)2010,JPO&INPIT