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JOINT STRUCTURE OF STEEL COLUMN AND PILE
To provide a joint structure of a steel column and a pile which can sufficiently secure earthquake performance of the column.SOLUTION: A joint structure 1 of a column and a pile is a structure of a joint of a steel column 20 and a pile 10, a steel-made connection member 30 having an upper plate 32 is provided on the upper end, the upper plate 32 of the connection member 30 is joined to the lower end of the steel beam 20, and the lower end of the connection member 30 is embedded in a concrete body 12 in the inside of the pile 10. Positioning of a cast-in-position of the steel column 20 is easy and a force generated in the upper structure is smoothly transmitted to the pile, and thereby the joint structure 1 having the column and the pile having excellent toughness is obtained.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。【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。そして、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が杭にスムーズに伝達することで、優れた靱性を有する柱と杭との接合部構造1となる。【選択図】図1
JOINT STRUCTURE OF STEEL COLUMN AND PILE
To provide a joint structure of a steel column and a pile which can sufficiently secure earthquake performance of the column.SOLUTION: A joint structure 1 of a column and a pile is a structure of a joint of a steel column 20 and a pile 10, a steel-made connection member 30 having an upper plate 32 is provided on the upper end, the upper plate 32 of the connection member 30 is joined to the lower end of the steel beam 20, and the lower end of the connection member 30 is embedded in a concrete body 12 in the inside of the pile 10. Positioning of a cast-in-position of the steel column 20 is easy and a force generated in the upper structure is smoothly transmitted to the pile, and thereby the joint structure 1 having the column and the pile having excellent toughness is obtained.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。【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。そして、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が杭にスムーズに伝達することで、優れた靱性を有する柱と杭との接合部構造1となる。【選択図】図1
JOINT STRUCTURE OF STEEL COLUMN AND PILE
鋼製柱と杭の接合部構造
MUTO YASUHISA (Autor:in) / TAKEMOTO HIROYUKI (Autor:in)
17.09.2020
Patent
Elektronische Ressource
Japanisch
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