| 摘要 |
PROBLEM TO BE SOLVED: To provide a brace junction structure of steel construction capable of preventing additional stress from being generated on a column due to an eccentricity and/or positional deviation between a column core and a brace core, and capable of reducing the rise width of a foundation continuous footing resulting in a cost reduction for the base skeleton.SOLUTION: A base plate 2a provided to the lower end of a column 2 is fixed to a foundation continuous footing 1 by anchor bolts 5A. A brace 3 which is provided parallel to an elevation surface of the foundation continuous footing 1 is joined to the foundation continuous footing 1 by anchor bolts 5B via a brace attachment member 4 while positioning the lower end adjacent to the column 2 without being joined to the column 2. |
