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STUDY ON SMALL-SCALE LAMINATED TYPE BASE ISOLATION DEVICE USING URETHANE ELASTOMER FOR PRACTICAL APPLICATION

机译:用氨基甲酸酯弹性体进行小型层压型碱隔离装置的实际应用研究

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At the present, base isolation system has been recognized by general earthquake resistant technique since the Great Hanshin Earthquake 1995. The seismic isolation will be aggressively applied to not only architectural and civil structures but also various structures, because the effectiveness on seismic safety had been demonstrated again in the Great East Japan Earthquake. In generally, although the base isolation system is divided into laminated rubber bearing type and friction sliding bearing type. In the case of former type, shape factor, maximum or minimum outer shapes and so on are restricted by the material characteristics in visco-elastic material. In previous study, the research and development of laminated type base isolation device using urethane elastomer was carried out to upgrade a seismic safety for various structures. The fundamental characteristics was investigated from several loading test by using various experimental devices, and the design formula for the stiffness and equivalent damping coefficient is formulated as an approximate expression of mechanical characteristics until now. The mechanical characteristics based on the loading test up to 500% shear strain using experimental specimen with 100 × 100 mm cross-sectional shape. It was confirmed that urethane elastomer is not hardening up to 500% shear strain. Moreover, the experimental examination for aged deterioration in the urethane material has been continuously carried out. As the results, it was confirmed that the laminated type seismic isolation device using urethane elastomer is possible to develop as a practicable device from the stable mechanical properties as considering in design step. In this study, the small-scale laminated type base isolation device using urethane elastomer is advanced to the direction of further technical upgrading and of scale down for light-weight structure as a sever rack. The first stage, basic properties of the urethane elastomer has been investigated by loading test. The second stage, the compression creep test with laminated type base isolation device has been investigated to confirm an effect on light-weight mechanical devices.
机译:目前,自汉甘泉地震1995以来,基地隔离系统已被一般地震抗性技术识别。地震隔离将积极应用于建筑和民用结构,而且是各种结构,因为已经证明了对地震安全的有效性再次在大东日本地震。通常,尽管基础隔离系统被分成层压橡胶轴承型和摩擦滑动轴承型。在前类型,形状因子,最大或最小外形状等的情况下由粘弹性材料中的材料特性限制。在先前的研究中,进行了使用聚氨酯弹性体的层压型碱隔离装置的研究和开发,以提高各种结构的地震安全性。通过使用各种实验装置从几种负载测试研究了基本特征,并且将刚度和等效阻尼系数的设计公式制定为直到现在的机械特性的近似表达。使用具有100×100mm横截面形状的实验标本的剪切菌,基于负载试验的机械特性。确认氨基甲酸酯弹性体不硬化高达500%的剪切菌株。此外,连续进行氨基甲酸酯材料劣化的实验检查。结果结果,证实使用聚氨酯弹性体的层压型地震隔离装置可以从稳定的机械性能下作为实际装置开发,如在设计步骤中考虑。在该研究中,使用聚氨酯弹性体的小型层压型碱基隔离装置前进到进一步的技术升级方向,并为可切换齿条的轻量级结构缩小。通过加载试验研究了第一阶段,氨基甲酸酯弹性体的基本性质。已经研究了第二阶段,采用层压型基础隔离装置的压缩蠕变试验以确认对轻质机械装置的影响。

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