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A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF VIBRATION-PROOF OBJECT
To improve the workability of a vibration-proof object to be installed on a vibration-proof device.SOLUTION: There is provided a construction method of a vibration-proof object for constructing a step floor 10 having a step floor base 20 and a step floor slab 30 on a vibration-proof device 40 having an elastic body 50. The method includes a first component construction step in which the step floor base 20 is constructed on the vibration-proof 40 in a state where the elastic body 50 is over-compressed by a (over-compression) load PN larger than a vertical load P1 of the step floor base 20, and a second component construction step in which the step floor slab 30 is constructed on the vibration-proof device 40 and the elastic body 50 is compressed.SELECTED DRAWING: Figure 2
【課題】本発明は、防振装置上に施工される防振対象物の施工性を向上することを目的とする。【解決手段】弾性体５０を有する防振装置４０上に、段床土台２０及び段床スラブ３０を有する段床１０を施工する防振対象物の施工方法であって、段床土台２０の鉛直荷重Ｐ１よりも大きな（余圧縮）荷重ＰＮで弾性体５０を余圧縮させた状態で、防振装置４０上に段床土台２０を施工する第一構成体施工工程と、防振装置４０上に段床スラブ３０を施工し、弾性体５０を圧縮させる第二構成体施工工程と、を備える。【選択図】図２
CONSTRUCTION METHOD OF VIBRATION-PROOF OBJECT
To improve the workability of a vibration-proof object to be installed on a vibration-proof device.SOLUTION: There is provided a construction method of a vibration-proof object for constructing a step floor 10 having a step floor base 20 and a step floor slab 30 on a vibration-proof device 40 having an elastic body 50. The method includes a first component construction step in which the step floor base 20 is constructed on the vibration-proof 40 in a state where the elastic body 50 is over-compressed by a (over-compression) load PN larger than a vertical load P1 of the step floor base 20, and a second component construction step in which the step floor slab 30 is constructed on the vibration-proof device 40 and the elastic body 50 is compressed.SELECTED DRAWING: Figure 2
【課題】本発明は、防振装置上に施工される防振対象物の施工性を向上することを目的とする。【解決手段】弾性体５０を有する防振装置４０上に、段床土台２０及び段床スラブ３０を有する段床１０を施工する防振対象物の施工方法であって、段床土台２０の鉛直荷重Ｐ１よりも大きな（余圧縮）荷重ＰＮで弾性体５０を余圧縮させた状態で、防振装置４０上に段床土台２０を施工する第一構成体施工工程と、防振装置４０上に段床スラブ３０を施工し、弾性体５０を圧縮させる第二構成体施工工程と、を備える。【選択図】図２
CONSTRUCTION METHOD OF VIBRATION-PROOF OBJECT
防振対象物の施工方法
KAWAMURA SATOSHI (author) / ITO TOSHIAKI (author) / SUZUKI HIROAKI (author)
2021-01-28
Patent
Electronic Resource
Japanese
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