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TEMPORARY ENCLOSURE AND CONSTRUCTION METHOD THEREOF
To solve the problem of a temporary enclosure installation work using such as a clamp member or a rail member and set a horizontal distance between a wedge coupling type support pillar and an external wall surface of a panel for the temporary enclosure as a suitable dimension.SOLUTION: The temporary enclosure (1) has a bed skeleton for the temporary enclosure composed by assembling a wedge coupling type support pillar (2) and a horizontal member (3) integrally and a panel for the temporary enclosure bound or fastened to the horizontal member by a mooring tool (11). The mooring tool is composed of a pressing member (13) pressing the horizontal member, a mooring tool body (12) holding the pressing member and locking a rib shape edge (10a) of the panel for the temporary enclosure and a spacer (18) inserted between the horizontal member and the rib shape edge. The mooring tool integrates the horizontal member and the rib shape edge by fastening force (Pf) applied relative to the pressing member. For a deformation example, the support pillar and the horizontal member may be coupled via an eccentric attachment (50).SELECTED DRAWING: Figure 5
【課題】クランプ部材や、レール部材等を用いた仮囲い設置作業の不利を解消するとともに、下地骨組を構成する楔結合式支柱と仮囲い用パネルの外側壁面との水平離間距離を適切な寸法に設定可能にする。【解決手段】仮囲い(1)は、楔結合式の支柱(2)及び横架材(3)を一体的に組付けてなる仮囲い用の下地骨組と、係留具(11)によって横架材に緊結又は緊締された仮囲い用パネルとを有する。係留具は、横架材を押圧する押圧部材(13)と、押圧部材を保持し且つ仮囲い用パネルのリブ状縁部(10a)に係止する係留具本体(12)と、横架材とリブ状縁部との間に介挿されたスペーサ(18)とから構成される。係留具は、押圧部材に対して加えられる締付け力(Pf)により横架材及びリブ状縁部を一体化する。変形例として、偏心アタッチメント(50)を介して支柱及び横架材を連結しても良い。【選択図】図5
TEMPORARY ENCLOSURE AND CONSTRUCTION METHOD THEREOF
To solve the problem of a temporary enclosure installation work using such as a clamp member or a rail member and set a horizontal distance between a wedge coupling type support pillar and an external wall surface of a panel for the temporary enclosure as a suitable dimension.SOLUTION: The temporary enclosure (1) has a bed skeleton for the temporary enclosure composed by assembling a wedge coupling type support pillar (2) and a horizontal member (3) integrally and a panel for the temporary enclosure bound or fastened to the horizontal member by a mooring tool (11). The mooring tool is composed of a pressing member (13) pressing the horizontal member, a mooring tool body (12) holding the pressing member and locking a rib shape edge (10a) of the panel for the temporary enclosure and a spacer (18) inserted between the horizontal member and the rib shape edge. The mooring tool integrates the horizontal member and the rib shape edge by fastening force (Pf) applied relative to the pressing member. For a deformation example, the support pillar and the horizontal member may be coupled via an eccentric attachment (50).SELECTED DRAWING: Figure 5
【課題】クランプ部材や、レール部材等を用いた仮囲い設置作業の不利を解消するとともに、下地骨組を構成する楔結合式支柱と仮囲い用パネルの外側壁面との水平離間距離を適切な寸法に設定可能にする。【解決手段】仮囲い(1)は、楔結合式の支柱(2)及び横架材(3)を一体的に組付けてなる仮囲い用の下地骨組と、係留具(11)によって横架材に緊結又は緊締された仮囲い用パネルとを有する。係留具は、横架材を押圧する押圧部材(13)と、押圧部材を保持し且つ仮囲い用パネルのリブ状縁部(10a)に係止する係留具本体(12)と、横架材とリブ状縁部との間に介挿されたスペーサ(18)とから構成される。係留具は、押圧部材に対して加えられる締付け力(Pf)により横架材及びリブ状縁部を一体化する。変形例として、偏心アタッチメント(50)を介して支柱及び横架材を連結しても良い。【選択図】図5
TEMPORARY ENCLOSURE AND CONSTRUCTION METHOD THEREOF
仮囲い及びその構築方法
KAWAHISA RYOSUKE (Autor:in)
08.10.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
TEMPORARY ENCLOSURE AND TEMPORARY ENCLOSURE APPLICATION METHOD
Europäisches Patentamt | 2022
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