COLUMN-BEAM CONNECTION STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-beam connection structure that enables a beam to be efficiently welded on a column-beam connection.SOLUTION: End face parts of through-diaphragms 2, 3 disposed on a column-beam connection 1 that connects a column 10 and beams 4, 5 comprise a first end face p...
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Zusammenfassung: | PROBLEM TO BE SOLVED: To provide a column-beam connection structure that enables a beam to be efficiently welded on a column-beam connection.SOLUTION: End face parts of through-diaphragms 2, 3 disposed on a column-beam connection 1 that connects a column 10 and beams 4, 5 comprise a first end face part A having a first projection amount and a second end face part B having a second projection amount that is smaller than the first projection amount. A beam depth of the beam 5 is smaller than a vertical distance between the through-diaphragms 2, 3. An upper flange 5a is welded and fixed on the first end face part A and a lower flange 5b is welded and fixed at a position displaced from the second end face part B toward a body side of the column-beam connection 1.SELECTED DRAWING: Figure 1
【課題】柱梁接合部に梁を効率的に溶接できる柱梁接合構造を提供する。【解決手段】柱10と梁4、5を接合する柱梁接合部1に設けられている通しダイアフラム2、3の端面部として、第1の突出量である第1端面部Aと、上記第1の突出量よりも小さい第2の突出量を有する第2端面部Bとが在る。上記通しダイアフラム2、3の上下間距離よりも梁せいの低い梁5は、上側フランジ5aが上記第1端面部Aに溶接固定され、下側フランジ5bが上記第2端面部Bから上記柱梁接合部1の本体側にずれた位置に溶接固定されている。【選択図】図1 |
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