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A platform for research: civil engineering, architecture and urbanism
To provide a girder horizontal brace structure that solves the problem of deflection and enables a girder to have a larger span and pitch expansion.SOLUTION: A girder jack 7 and a horizontal brace material 3 are connected to each other, and are installed at both ends of a column girder 2 erected between wales 1 and 1 facing each other. It comprises a plurality of overhanging beams 8 overhanging in the axial direction of the column girder 2 from a mountain retaining wall 10 located on the back side of the wale 1, and a receiving beam 9 which is erected between the overhanging beams 8 and 8 in a direction intersecting the column girder 2 and the horizontal brace material 3 and 3 and supports the vicinity of the girder jack 7 of the column girder 2 and the horizontal brace material 3. The column girder 2 comprises a column girder main body 5 and end girders 6 and 6.SELECTED DRAWING: Figure 1
【課題】たわみの問題を解消して切梁の大スパン化とピッチ拡大を可能にした切梁火打受け構造を提供する。【解決手段】切梁ジャッキ７と火打材３が接続され、かつ対向する腹起し１，１間に架設されたコラム切梁２の両端火打部に設置する。腹起し１の背面側に位置する山留壁１０からコラム切梁２の軸方向に張り出された複数の張出し梁８と、張出し梁８，８間にコラム切梁２および火打材３，３と交差する方向に架設され、コラム切梁２および火打材３の切梁ジャッキ７の近傍を支持する受け梁９とから構成する。コラム切梁２はコラム切梁本体５と端部切梁６，６とから構成する。【選択図】図１
To provide a girder horizontal brace structure that solves the problem of deflection and enables a girder to have a larger span and pitch expansion.SOLUTION: A girder jack 7 and a horizontal brace material 3 are connected to each other, and are installed at both ends of a column girder 2 erected between wales 1 and 1 facing each other. It comprises a plurality of overhanging beams 8 overhanging in the axial direction of the column girder 2 from a mountain retaining wall 10 located on the back side of the wale 1, and a receiving beam 9 which is erected between the overhanging beams 8 and 8 in a direction intersecting the column girder 2 and the horizontal brace material 3 and 3 and supports the vicinity of the girder jack 7 of the column girder 2 and the horizontal brace material 3. The column girder 2 comprises a column girder main body 5 and end girders 6 and 6.SELECTED DRAWING: Figure 1
【課題】たわみの問題を解消して切梁の大スパン化とピッチ拡大を可能にした切梁火打受け構造を提供する。【解決手段】切梁ジャッキ７と火打材３が接続され、かつ対向する腹起し１，１間に架設されたコラム切梁２の両端火打部に設置する。腹起し１の背面側に位置する山留壁１０からコラム切梁２の軸方向に張り出された複数の張出し梁８と、張出し梁８，８間にコラム切梁２および火打材３，３と交差する方向に架設され、コラム切梁２および火打材３の切梁ジャッキ７の近傍を支持する受け梁９とから構成する。コラム切梁２はコラム切梁本体５と端部切梁６，６とから構成する。【選択図】図１
GIRDER HORIZONTAL BRACE STRUCTURE
切梁火打受け構造
FUJIMOTO MASAKI (author)
2021-03-18
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
HORIZONTAL BRACE STRUCTURE HORIZONTAL BRACE SUPPORTING MEMBER AND HORIZONTAL BRACE CONNECTING MEMBER
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