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A platform for research: civil engineering, architecture and urbanism
SCAFFOLD CONSTRUCTION METHOD, AND SCAFFOLD
PROBLEM TO BE SOLVED: To provide a scaffold construction method and a scaffold constructed by the method, the method being for aligning height positions of tread boards when the height positions of the tread boards differ between two types of scaffolds.SOLUTION: A plurality of single-pipe columns 2 are connected in a vertical direction, the column having binding positions formed at a constant interval. The connected single-pipe columns are lined up in a row, and connected by a cloth material 18. Then, an overhanging bracket 20 and a cloth material 21 are engaged to a binding holder of the single-pipe column 2, on which tread boards 25 are laid in a row for constructing a first scaffold A. On the other hand, a plurality of frames 3 are connected in a vertical direction, and the connected frames are lined up in a row and connected by a diagonal brace 35 and a lower crosspiece 38. Then, the tread boards 25 are lined up in a row on the adjacent frames 3, for constructing a second scaffold B. In the process, height positions of the tread boards 25 of the first scaffold A and the second scaffold B are aligned by adjusting an interval between the binding position, which is placed on a tenon side when the single-pipe columns 2 are connected in the vertical direction, and the binding position placed on a furthest mortice side.SELECTED DRAWING: Figure 1
【課題】２種類の足場の間で踏み板の高さ位置が異なる場合に、その踏み板の高さ位置を同じにするための足場の構築方法及びその方法で構築した足場を提供すること。【解決手段】一定間隔で緊結ポジションが設けられた複数の単管支柱２を上下方向に連結し、これを列状に並べて布材１８で連結する。そして、単管支柱２の緊結ホルダーに張り出しブラケット２０や布材２１を係合させてその上に踏み板２５を列状に配置して第１の足場Ａを構築する。一方、複数の建枠３を上下方向に連結し、これを列状に並べて筋交３５と下桟３８で連結する。そして、隣接する建枠３上に踏み板２５を列状に配置して第２の足場Ｂを構築する。このとき、単管支柱２を上下に接続した際のほぞ側に配置される緊結ポジションと最もほぞ孔側に配置される緊結ポジションとの間隔を調整することで第１の足場Ａと第２の足場Ｂの踏み板２５の高さを一致させる。【選択図】図１
SCAFFOLD CONSTRUCTION METHOD, AND SCAFFOLD
PROBLEM TO BE SOLVED: To provide a scaffold construction method and a scaffold constructed by the method, the method being for aligning height positions of tread boards when the height positions of the tread boards differ between two types of scaffolds.SOLUTION: A plurality of single-pipe columns 2 are connected in a vertical direction, the column having binding positions formed at a constant interval. The connected single-pipe columns are lined up in a row, and connected by a cloth material 18. Then, an overhanging bracket 20 and a cloth material 21 are engaged to a binding holder of the single-pipe column 2, on which tread boards 25 are laid in a row for constructing a first scaffold A. On the other hand, a plurality of frames 3 are connected in a vertical direction, and the connected frames are lined up in a row and connected by a diagonal brace 35 and a lower crosspiece 38. Then, the tread boards 25 are lined up in a row on the adjacent frames 3, for constructing a second scaffold B. In the process, height positions of the tread boards 25 of the first scaffold A and the second scaffold B are aligned by adjusting an interval between the binding position, which is placed on a tenon side when the single-pipe columns 2 are connected in the vertical direction, and the binding position placed on a furthest mortice side.SELECTED DRAWING: Figure 1
【課題】２種類の足場の間で踏み板の高さ位置が異なる場合に、その踏み板の高さ位置を同じにするための足場の構築方法及びその方法で構築した足場を提供すること。【解決手段】一定間隔で緊結ポジションが設けられた複数の単管支柱２を上下方向に連結し、これを列状に並べて布材１８で連結する。そして、単管支柱２の緊結ホルダーに張り出しブラケット２０や布材２１を係合させてその上に踏み板２５を列状に配置して第１の足場Ａを構築する。一方、複数の建枠３を上下方向に連結し、これを列状に並べて筋交３５と下桟３８で連結する。そして、隣接する建枠３上に踏み板２５を列状に配置して第２の足場Ｂを構築する。このとき、単管支柱２を上下に接続した際のほぞ側に配置される緊結ポジションと最もほぞ孔側に配置される緊結ポジションとの間隔を調整することで第１の足場Ａと第２の足場Ｂの踏み板２５の高さを一致させる。【選択図】図１
SCAFFOLD CONSTRUCTION METHOD, AND SCAFFOLD
足場の構築方法及び足場
YAMADA HIROSHI (author) / AOYAMA TOSHIRO (author) / MIZUTANI YOSHIHIRO (author)
2017-01-19
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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