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STEEL COLUMN-PILE JUNCTION STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-pile junction structure, which can ensure sufficient antivibration performance of a column.SOLUTION: A column-pile junction structure 1 is a structure of a joint between a steel column 20 and a pile 10. A steel connection member 30 having an upper plate 32 is installed at an upper end of the structure. The upper plate 32 of a connection member 30 is connected to a lower end of the steel column 20. The lower end of the connection member 30 is buried in a concrete body 12 inside the pile 10. According to the column-pile junction structure 1, positioning of an installation position of the steel column 20 can be easily carried out and the structure has an excellent toughness due to smooth transmission of a force generated in an upper structure to the pile.SELECTED DRAWING: Figure 1
【課題】柱の耐震性能を十分に確保できる、柱と杭との接合部構造を提供すること。【解決手段】柱と杭との接合部構造1は、鋼製柱20と杭10との接合部の構造であり、上端部に上部プレート32を有する鋼製の連結部材30が設けられ、連結部材30の上部プレート32は、鋼製柱20の下端部に接合され、連結部材30の下端部は、杭10の内部のコンクリート体12に埋設されている。本発明の柱と杭との接合部構造1によれば、鋼製柱20の建込位置の位置決めが容易で、かつ、上部構造に発生する力を杭にスムーズに伝達させることで優れた靱性を有する。【選択図】図1
STEEL COLUMN-PILE JUNCTION STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-pile junction structure, which can ensure sufficient antivibration performance of a column.SOLUTION: A column-pile junction structure 1 is a structure of a joint between a steel column 20 and a pile 10. A steel connection member 30 having an upper plate 32 is installed at an upper end of the structure. The upper plate 32 of a connection member 30 is connected to a lower end of the steel column 20. The lower end of the connection member 30 is buried in a concrete body 12 inside the pile 10. According to the column-pile junction structure 1, positioning of an installation position of the steel column 20 can be easily carried out and the structure has an excellent toughness due to smooth transmission of a force generated in an upper structure to the pile.SELECTED DRAWING: Figure 1
【課題】柱の耐震性能を十分に確保できる、柱と杭との接合部構造を提供すること。【解決手段】柱と杭との接合部構造1は、鋼製柱20と杭10との接合部の構造であり、上端部に上部プレート32を有する鋼製の連結部材30が設けられ、連結部材30の上部プレート32は、鋼製柱20の下端部に接合され、連結部材30の下端部は、杭10の内部のコンクリート体12に埋設されている。本発明の柱と杭との接合部構造1によれば、鋼製柱20の建込位置の位置決めが容易で、かつ、上部構造に発生する力を杭にスムーズに伝達させることで優れた靱性を有する。【選択図】図1
STEEL COLUMN-PILE JUNCTION STRUCTURE
鋼製柱と杭の接合部構造
MUTO YASUHISA (Autor:in) / TAKEMOTO HIROYUKI (Autor:in)
01.06.2017
Patent
Elektronische Ressource
Japanisch
Europäisches Patentamt | 2023
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