A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
To process the bending moment acting on the column base of a steel column with a simple structure.SOLUTION: A column base structure 10 comprises a joint 24 in which a reinforced concrete beam 20 and a beam 21 are joined in a T-shape in plan view, a steel column 50 in which a column base 52 is embedded in the joint 24, a fixing plate 100 that is extended from the column base portion 52 in the beam 22 extending in the direction (+X direction) opposite to the direction in which the beam does not extend from the joint portion 24 (-X direction) and is spaced apart in the vertical direction so as to face the plate surface 102, and a headed stud 110 protruding in the vertical direction from the tip 104 of the fixing plate 100.SELECTED DRAWING: Figure 1
【課題】鉄骨柱の柱脚部に作用する曲げモーメントを簡単な構造で処理する。【解決手段】柱脚構造１０は、鉄筋コンクリート造の梁２０と梁２１とが平面視Ｔ字状に接合された接合部２４と、接合部２４に柱脚部５２が埋め込まれた鉄骨柱５０と、接合部２４から梁が延在していない方向（−Ｘ方向）と反対方向（＋Ｘ方向）に延在する梁２２の中に柱脚部５２から延出し板面１０２が対向するように上下方向に間隔をあけて配置された定着板１００と、定着板１００の先端部１０４から上下方向に突出する頭付きスタッド１１０と、を備えている。【選択図】図１
To process the bending moment acting on the column base of a steel column with a simple structure.SOLUTION: A column base structure 10 comprises a joint 24 in which a reinforced concrete beam 20 and a beam 21 are joined in a T-shape in plan view, a steel column 50 in which a column base 52 is embedded in the joint 24, a fixing plate 100 that is extended from the column base portion 52 in the beam 22 extending in the direction (+X direction) opposite to the direction in which the beam does not extend from the joint portion 24 (-X direction) and is spaced apart in the vertical direction so as to face the plate surface 102, and a headed stud 110 protruding in the vertical direction from the tip 104 of the fixing plate 100.SELECTED DRAWING: Figure 1
【課題】鉄骨柱の柱脚部に作用する曲げモーメントを簡単な構造で処理する。【解決手段】柱脚構造１０は、鉄筋コンクリート造の梁２０と梁２１とが平面視Ｔ字状に接合された接合部２４と、接合部２４に柱脚部５２が埋め込まれた鉄骨柱５０と、接合部２４から梁が延在していない方向（−Ｘ方向）と反対方向（＋Ｘ方向）に延在する梁２２の中に柱脚部５２から延出し板面１０２が対向するように上下方向に間隔をあけて配置された定着板１００と、定着板１００の先端部１０４から上下方向に突出する頭付きスタッド１１０と、を備えている。【選択図】図１
COLUMN BASE STRUCTURE
柱脚構造
UEKUSA MASAHIRO (author)
2019-09-26
Patent
Electronic Resource
Japanese