A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
TEMPORARY STRUCTURE
To easily add a reinforcement brace between columns of a temporary structure.SOLUTION: A reinforcement brace 3 is bridged between adjacent columns 1 each provided with flanges 2 at predetermined intervals in a vertical direction. The temporary structure includes: the columns 1 arranged in parallel; a plurality of engaging portions 2 provided along a height direction of the columns; a cross brace 10 provided with a pair of diagonal members 4, 5 bridged between the engaging portions 2 of the adjacent columns 1, 1; a horizontal member 13 connected between upper ends of the pair of diagonal members 4 and 5; a first connecting portion 17 provided at the upper ends of the pair of diagonal members 4 and 5; and a second connecting portion 19 provided at lower ends of the pair of diagonal members 4 and 5. A lower end portion of the reinforcement brace 3 is connected to the first connecting portion 17, and an upper end portion of the reinforcement brace 3 is connected to the second connecting portion 19.SELECTED DRAWING: Figure 1
【課題】仮設構造体の支柱間に補強用の筋交いを容易に増設できるようにする。【解決手段】上下方向に所要間隔をおいてフランジ２が設けられた隣り合う支柱１間に架け渡され、並列する支柱１と、支柱の高さ方向に沿って設けられる複数の係合部２と、隣り合う支柱１、１の係合部２間に架け渡される一対の斜材４、５を備えた交差筋交い１０と、一対の斜材４、５の上端間に接続される水平材１３と、一対の斜材４、５の上端に設けられた第一連結部１７と、一対の斜材４、５の下端に設けられた第二連結部１９とを備え、第一連結部１７に補強筋交い３の下端部が接続され、第二連結部１９に補強筋交い３の上端部が接続されている。【選択図】図１
TEMPORARY STRUCTURE
To easily add a reinforcement brace between columns of a temporary structure.SOLUTION: A reinforcement brace 3 is bridged between adjacent columns 1 each provided with flanges 2 at predetermined intervals in a vertical direction. The temporary structure includes: the columns 1 arranged in parallel; a plurality of engaging portions 2 provided along a height direction of the columns; a cross brace 10 provided with a pair of diagonal members 4, 5 bridged between the engaging portions 2 of the adjacent columns 1, 1; a horizontal member 13 connected between upper ends of the pair of diagonal members 4 and 5; a first connecting portion 17 provided at the upper ends of the pair of diagonal members 4 and 5; and a second connecting portion 19 provided at lower ends of the pair of diagonal members 4 and 5. A lower end portion of the reinforcement brace 3 is connected to the first connecting portion 17, and an upper end portion of the reinforcement brace 3 is connected to the second connecting portion 19.SELECTED DRAWING: Figure 1
【課題】仮設構造体の支柱間に補強用の筋交いを容易に増設できるようにする。【解決手段】上下方向に所要間隔をおいてフランジ２が設けられた隣り合う支柱１間に架け渡され、並列する支柱１と、支柱の高さ方向に沿って設けられる複数の係合部２と、隣り合う支柱１、１の係合部２間に架け渡される一対の斜材４、５を備えた交差筋交い１０と、一対の斜材４、５の上端間に接続される水平材１３と、一対の斜材４、５の上端に設けられた第一連結部１７と、一対の斜材４、５の下端に設けられた第二連結部１９とを備え、第一連結部１７に補強筋交い３の下端部が接続され、第二連結部１９に補強筋交い３の上端部が接続されている。【選択図】図１
TEMPORARY STRUCTURE
仮設構造体
MATSUURA SHOJIRO (author) / KAWAI MITSUHIRO (author) / ASAI HIROFUMI (author)
2023-03-28
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
| European Patent Office | 2019
TEMPORARY COFFERDAM METHOD, TEMPORARY COFFERDAM STRUCTURE
| European Patent Office | 2022