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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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European Patent Office | 2015
|HORIZONTAL BRACE STRUCTURE, SUPPORT DEVICE OF HORIZONTAL BRACE AND SPACE STRUCTURE
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