A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
SHAPE STEEL CONNECTION METHOD AND TEMPORARY FIXING MEMBER
PROBLEM TO BE SOLVED: To perform efficiently a connecting work between shape steels in construction work of a building including temporary fixation.SOLUTION: A shape steel connecting method includes a temporary fixing step of temporarily fixing adjacent beams 2 and splice plates 3a, 3b by a temporary bolt plate 5 having a plurality of temporary bolts 5b. In the temporary fixing step, using the temporary bolt plate 5 having a plate body 5a and the plurality of temporary bolts 5b formed integrally with the plate body 5a and having screw portions 5bb protruding in the same direction from the plate body 5a, the temporary bolts 5b are temporarily fastened into the insertion holes of the splice plates 3a and 3b and the insertion holes of the beam 2 other than the insertion holes of the splice plates 3a and 3b and the insertion holes of the beam 2 through which a main bolt 7a is passed.SELECTED DRAWING: Figure 8
【課題】仮止めを含む建造物の施工作業において形鋼間の連結作業を効率的に行う。【解決手段】形鋼連結方法は、複数の仮ボルト５ｂを有する仮ボルトプレート５によって隣接する梁２とスプライスプレート３ａ，３ｂとを仮止めする仮止め工程を有する。仮止め工程では、プレート本体５ａと、プレート本体５ａに一体的に形成され、螺子部５ｂｂがプレート本体５ａから同じ向きに突出する複数の仮ボルト５ｂと、を有する仮ボルトプレート５を用いて、本ボルト７ａが通されるスプライスプレート３ａ，３ｂの挿通孔及び梁２の挿通孔以外のスプライスプレート３ａ，３ｂの挿通孔及び梁２の挿通孔に仮ボルト５ｂを通して仮止めする。【選択図】図８
SHAPE STEEL CONNECTION METHOD AND TEMPORARY FIXING MEMBER
PROBLEM TO BE SOLVED: To perform efficiently a connecting work between shape steels in construction work of a building including temporary fixation.SOLUTION: A shape steel connecting method includes a temporary fixing step of temporarily fixing adjacent beams 2 and splice plates 3a, 3b by a temporary bolt plate 5 having a plurality of temporary bolts 5b. In the temporary fixing step, using the temporary bolt plate 5 having a plate body 5a and the plurality of temporary bolts 5b formed integrally with the plate body 5a and having screw portions 5bb protruding in the same direction from the plate body 5a, the temporary bolts 5b are temporarily fastened into the insertion holes of the splice plates 3a and 3b and the insertion holes of the beam 2 other than the insertion holes of the splice plates 3a and 3b and the insertion holes of the beam 2 through which a main bolt 7a is passed.SELECTED DRAWING: Figure 8
【課題】仮止めを含む建造物の施工作業において形鋼間の連結作業を効率的に行う。【解決手段】形鋼連結方法は、複数の仮ボルト５ｂを有する仮ボルトプレート５によって隣接する梁２とスプライスプレート３ａ，３ｂとを仮止めする仮止め工程を有する。仮止め工程では、プレート本体５ａと、プレート本体５ａに一体的に形成され、螺子部５ｂｂがプレート本体５ａから同じ向きに突出する複数の仮ボルト５ｂと、を有する仮ボルトプレート５を用いて、本ボルト７ａが通されるスプライスプレート３ａ，３ｂの挿通孔及び梁２の挿通孔以外のスプライスプレート３ａ，３ｂの挿通孔及び梁２の挿通孔に仮ボルト５ｂを通して仮止めする。【選択図】図８
SHAPE STEEL CONNECTION METHOD AND TEMPORARY FIXING MEMBER
形鋼連結方法及び仮止め部材
MATSUI YUKA (author) / TANAKA SHUSUI (author)
2018-04-05
Patent
Electronic Resource
Japanese
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