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A platform for research: civil engineering, architecture and urbanism
GABLE SIDE LEADING HANDRAIL OF TEMPORARY SCAFFOLD
To arrange a gable side leading handrail at a gable side surface of a wedge connection type temporary scaffold including a horizontal member at a cross arm position and in addition, to reassure a structural stability of a diagonal member consisting of the gable side leading handrail.SOLUTION: A gable side leading handrail (10) has a locking part (12) having a locking tool (14) which is lockable to a pillar (2) of an upper layer work passage (P2), a handrail member (11) of which both end is supported to the pillar by the locking part and a pair of a diagonal member (20,21,22) of which upper end is pivotably coupled relative to the handrail member. The mooring part (30,80) is coupled integrally to the lower end of the diagonal member. The mooring part has a tubing material surrounding tool (31,81) for surrounding the horizontal member (3) at the cross arm position or the pillar of the gable side structure surface (Y) at least partially. In addition, the mooring part has a wedge member (40,50,70,90) engaged with or carried by the tubing material surrounding part.SELECTED DRAWING: Figure 1
【課題】腕木位置の横架材を含む楔結合式仮設足場の妻側構面に妻側先行手摺を設置するとともに、妻側先行手摺を構成する斜材の構造的安定性を確保する。【解決手段】妻側先行手摺(10)は、上層作業通路(P2)の支柱(2)に係止可能な係止具(14)を有する係止部(12)と、係止部によって支柱に両端部を支持される手摺部材(11)と、手摺部材に対して上端部を枢動可能に連結された一対の斜材(20,21,22)とを有する。係留部(30,80)が斜材の下端部に一体的に連結される。係留部は、腕木位置の横架材(3)又は妻側構面(Y)の支柱を少なくとも部分的に囲繞する管材囲繞具(31,81)を有する。係留部は又、管材囲繞部に係合し又は担持された楔部材(40,50,70,90)を有する。【選択図】図１
GABLE SIDE LEADING HANDRAIL OF TEMPORARY SCAFFOLD
To arrange a gable side leading handrail at a gable side surface of a wedge connection type temporary scaffold including a horizontal member at a cross arm position and in addition, to reassure a structural stability of a diagonal member consisting of the gable side leading handrail.SOLUTION: A gable side leading handrail (10) has a locking part (12) having a locking tool (14) which is lockable to a pillar (2) of an upper layer work passage (P2), a handrail member (11) of which both end is supported to the pillar by the locking part and a pair of a diagonal member (20,21,22) of which upper end is pivotably coupled relative to the handrail member. The mooring part (30,80) is coupled integrally to the lower end of the diagonal member. The mooring part has a tubing material surrounding tool (31,81) for surrounding the horizontal member (3) at the cross arm position or the pillar of the gable side structure surface (Y) at least partially. In addition, the mooring part has a wedge member (40,50,70,90) engaged with or carried by the tubing material surrounding part.SELECTED DRAWING: Figure 1
【課題】腕木位置の横架材を含む楔結合式仮設足場の妻側構面に妻側先行手摺を設置するとともに、妻側先行手摺を構成する斜材の構造的安定性を確保する。【解決手段】妻側先行手摺(10)は、上層作業通路(P2)の支柱(2)に係止可能な係止具(14)を有する係止部(12)と、係止部によって支柱に両端部を支持される手摺部材(11)と、手摺部材に対して上端部を枢動可能に連結された一対の斜材(20,21,22)とを有する。係留部(30,80)が斜材の下端部に一体的に連結される。係留部は、腕木位置の横架材(3)又は妻側構面(Y)の支柱を少なくとも部分的に囲繞する管材囲繞具(31,81)を有する。係留部は又、管材囲繞部に係合し又は担持された楔部材(40,50,70,90)を有する。【選択図】図１
GABLE SIDE LEADING HANDRAIL OF TEMPORARY SCAFFOLD
仮設足場の妻側先行手摺
SUZUKI MASASHI (author) / MIZUOCHI NOBORU (author) / KAWAHISA RYOSUKE (author)
2019-07-25
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste