Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
FINITE SLIDING BEARING, SEISMICALLY ISOLATED FOUNDATION STRUCTURE, CONSTRUCTION METHOD OF FINITE SLIDING BEARING
PROBLEM TO BE SOLVED: To enable a finite sliding bearing to be easily constructed at a low cost by laying a thin sand layer.SOLUTION: The finite sliding bearing comprises: a foundation pit 2 which supports a load of a construction 10 and has impermeability; a sand layer 3 with a predetermined layer thickness laid on a bottom slab 21 of the foundation pit 2; and storage water 4 stored in a receiving section 2A of the foundation pit 2 with the construction 10 directly supported on the sand layer 3. The sand layer 3 is kept in a saturated state and used as a seismically isolated foundation structure of the construction 10.SELECTED DRAWING: Figure 1
【課題】薄い砂層を敷設することにより、有限な滑り支承を簡単かつ低コストで設けることができる。【解決手段】構造物１０の荷重を支持するとともに、非透水性を有する基礎ピット２と、基礎ピット２の底盤２１上に所定の層厚をもって敷設された砂層３と、砂層３上に構造物１０を直接支持させた状態で基礎ピット２の受け部２Ａ内に貯留される貯留水４と、を備え、砂層３は飽和状態に設定され、構造物１０の免震基礎構造として用いられる構成の有限滑り支承を提供する。【選択図】図１
FINITE SLIDING BEARING, SEISMICALLY ISOLATED FOUNDATION STRUCTURE, CONSTRUCTION METHOD OF FINITE SLIDING BEARING
PROBLEM TO BE SOLVED: To enable a finite sliding bearing to be easily constructed at a low cost by laying a thin sand layer.SOLUTION: The finite sliding bearing comprises: a foundation pit 2 which supports a load of a construction 10 and has impermeability; a sand layer 3 with a predetermined layer thickness laid on a bottom slab 21 of the foundation pit 2; and storage water 4 stored in a receiving section 2A of the foundation pit 2 with the construction 10 directly supported on the sand layer 3. The sand layer 3 is kept in a saturated state and used as a seismically isolated foundation structure of the construction 10.SELECTED DRAWING: Figure 1
【課題】薄い砂層を敷設することにより、有限な滑り支承を簡単かつ低コストで設けることができる。【解決手段】構造物１０の荷重を支持するとともに、非透水性を有する基礎ピット２と、基礎ピット２の底盤２１上に所定の層厚をもって敷設された砂層３と、砂層３上に構造物１０を直接支持させた状態で基礎ピット２の受け部２Ａ内に貯留される貯留水４と、を備え、砂層３は飽和状態に設定され、構造物１０の免震基礎構造として用いられる構成の有限滑り支承を提供する。【選択図】図１
FINITE SLIDING BEARING, SEISMICALLY ISOLATED FOUNDATION STRUCTURE, CONSTRUCTION METHOD OF FINITE SLIDING BEARING
有限滑り支承、免震基礎構造、及び有限滑り支承の構築方法
FUKUTAKE TAKEYOSHI (Autor:in) / SHAMOTO YASUHIRO (Autor:in) / HASEBE MASANOBU (Autor:in) / ASAKA MIHARU (Autor:in)
23.06.2016
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
SLIDING BEARING DEVICE AND BASE ISOLATED FOUNDATION STRUCTURE
| Europäisches Patentamt | 2017
| Europäisches Patentamt | 2016
Response of Seismically Isolated Sliding Structures to Earthquake Excitation
| British Library Conference Proceedings | 1994
SLIDING BEARING, REPLACEMENT METHOD OF SLIDING BEARING AND JIG FOR REPLACEMENT OF SLIDING BEARING
| Europäisches Patentamt | 2023