Column structure and base member
In a column structure ( 10 ), a steel column ( 30 ) is joined to a base plate ( 16 A). The steel column ( 30 ) is configured by a web ( 30 A) and a pair of flanges ( 30 B) provided at each of two width direction ends of the web ( 30 A). A base plate ( 16 A) is provided to first anchor bolts ( 24 ) and second anchor bolts ( 26 ) that are fixed to a foundation 12 . The second anchor bolts ( 26 ) are provided further toward the web ( 30 A) width direction inside than the first anchor bolts ( 24 ), and the yield deformation of the second anchor bolts ( 26 ) is set smaller than the yield deformation of the first anchor bolts ( 24 ).
1. A column structure comprising:
a column member that is integrally provided with a flange at each of two width direction sides of a web;
a base member that has the column member joined to an upper side of the base member;
a first anchor member including a lower end side that is fixed to a foundation, and including an upper end side to which the base member is fixed at the opposite side of the flange to the web side; and
a second anchor member including a lower end side that is fixed to the foundation, and including an upper end side to which the base member is fixed at the web width direction inside of the first anchor member, the second anchor member having a smaller yield deformation than the first anchor member, and the second anchor member being closer to the flange than the first anchor member.
2. The column structure of claim 1 , wherein the first anchor member is formed from a material of higher strength than the material of the second anchor member.
3. The column structure of claim 1 , wherein the first anchor member is formed with a longer axial direction length than the second anchor member.
4. The column structure of claim 1 , wherein an indented portion is provided to a lower side of the base member.