Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
METHOD FOR SUPPRESSING DIFFERENTIAL SETTLEMENT
PROBLEM TO BE SOLVED: To provide a method for suppressing differential settlement which can suppress differential settlement caused by a difference in a shaft pressure between support parts and a shape coefficient and different types of seismic isolators.SOLUTION: A method for suppressing differential settlement in a building 100 in which a plurality of seismic isolators 10a to 10e are installed to seismically isolate the building includes a step of installing the seismic isolators 10a to 10e. In the step, the seismic isolator 10c of which a shrinkage amount by a long-term load is relatively larger compared to the seismic isolators 10a, 10b, 10d and 10e positioned in the periphery is shrunk with a predetermined amount in the shaft direction, and a gap between the shrunk seismic isolator 10c and a skeleton installed with the seismic isolator 10c is filled with a filler 26 to fix the seismic isolator 10c to the skeleton.SELECTED DRAWING: Figure 1
【課題】支承部間の軸圧や形状係数に差がある場合や、免震装置の種類が異なる場合であっても、これに起因した不同沈下を抑制することのできる不同沈下の抑制方法を提供する。【解決手段】複数の免震装置１０ａ〜１０ｅを設置して免震化する建物１００に生じる不同沈下を抑制する方法であって、免震装置１０ａ〜１０ｅを設置する工程において、周囲に位置する免震装置１０ａ，１０ｂ，１０ｄ，１０ｅに比べて長期荷重による縮み量が相対的に大きくなる免震装置１０ｃを軸方向に所定量収縮させ、前記収縮させた免震装置１０ｃと当該免震装置１０ｃを設置する躯体との隙間に充填材２６を充填することで、免震装置１０ｃを前記躯体に固定することを特徴とする。【選択図】図１
METHOD FOR SUPPRESSING DIFFERENTIAL SETTLEMENT
PROBLEM TO BE SOLVED: To provide a method for suppressing differential settlement which can suppress differential settlement caused by a difference in a shaft pressure between support parts and a shape coefficient and different types of seismic isolators.SOLUTION: A method for suppressing differential settlement in a building 100 in which a plurality of seismic isolators 10a to 10e are installed to seismically isolate the building includes a step of installing the seismic isolators 10a to 10e. In the step, the seismic isolator 10c of which a shrinkage amount by a long-term load is relatively larger compared to the seismic isolators 10a, 10b, 10d and 10e positioned in the periphery is shrunk with a predetermined amount in the shaft direction, and a gap between the shrunk seismic isolator 10c and a skeleton installed with the seismic isolator 10c is filled with a filler 26 to fix the seismic isolator 10c to the skeleton.SELECTED DRAWING: Figure 1
【課題】支承部間の軸圧や形状係数に差がある場合や、免震装置の種類が異なる場合であっても、これに起因した不同沈下を抑制することのできる不同沈下の抑制方法を提供する。【解決手段】複数の免震装置１０ａ〜１０ｅを設置して免震化する建物１００に生じる不同沈下を抑制する方法であって、免震装置１０ａ〜１０ｅを設置する工程において、周囲に位置する免震装置１０ａ，１０ｂ，１０ｄ，１０ｅに比べて長期荷重による縮み量が相対的に大きくなる免震装置１０ｃを軸方向に所定量収縮させ、前記収縮させた免震装置１０ｃと当該免震装置１０ｃを設置する躯体との隙間に充填材２６を充填することで、免震装置１０ｃを前記躯体に固定することを特徴とする。【選択図】図１
METHOD FOR SUPPRESSING DIFFERENTIAL SETTLEMENT
不同沈下の抑制方法
KOGA TAKENOBU (Autor:in) / KANO KAZUMA (Autor:in)
15.11.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E04H
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