首页> 外国专利> CUMULATIVE DISPLACEMENT AMOUNT MEASURING MECHANISM FOR HISTORICAL DAMPER, METHOD FOR EVALUATING DEGRADATION IN DAMPING FUNCTION OF HISTORICAL DAMPER, AND HISTORICAL DAMPER

CUMULATIVE DISPLACEMENT AMOUNT MEASURING MECHANISM FOR HISTORICAL DAMPER, METHOD FOR EVALUATING DEGRADATION IN DAMPING FUNCTION OF HISTORICAL DAMPER, AND HISTORICAL DAMPER

机译:历史阻尼器的累积位移量测量机制,历史阻尼器阻尼功能的评估退化方法以及历史阻尼器

摘要

PROBLEM TO BE SOLVED: To accurately warrant earthquake-proof of a building through appropriate judgment for replacement occasion, etc., by actually measuring the cumulative displacement amount of a historical damper built in the frame of a building, and evaluating the degradation state of damping function of the historical damper. SOLUTION: A supporting jig 30 is provided, vertically downward, from an end plate 20a (20) above the historical damper 10 such as very-low yielding- point steel panel damper 10a, and on the lower end side of the rotary supporting jig 30, a rotary body 40a is provided through a leaf spring 31. The rotary body 40a is provided with a rotation-direction regulating member 42, being so configured as rotative only counterclockwise, not clockwise, and a pointer 51 is so provided as to be interlocked with a spindle. With a gradation 52 provided around the pointer 51, a cumulative displacement amount of the very low yielding-point steel panel damper 10a caused by rotation of the pointer 51 is displayed as cumulative rotational distance.
机译:解决的问题:通过实际测量建筑物框架中内置的历史阻尼器的累积位移量并评估阻尼的退化状态,可以通过适当的判断来确定更换建筑物等的准确性,从而确保建筑物的抗震性。历史阻尼器的功能。解决方案:从历史阻尼器10上方的端板20a(20),例如极低屈服点的钢板阻尼器10a,在垂直向下的位置,在旋转支撑夹具30的下端侧提供一个支撑夹具30。旋转体40a通过板簧31而设置。旋转体40a设置有旋转方向限制部件42,该旋转方向限制部件42构成为仅逆时针旋转而不顺时针旋转,并且指针51被设置成互锁。与主轴。通过在指示器51的周围设置灰度52,将由指示器51的旋转引起的极低屈服点钢板减震器10a的累积位移量显示为累积旋转距离。

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