A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ANCHOR CONSTRUCTION CONTROL JIG AND POST-INSTALLED ANCHOR CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To enable construction of an expansion sleeve driving post-installed anchor to be adequately controlled by a simple work at low cost.SOLUTION: An anchor construction control jig 1 is used for controlling construction of an expansion sleeve driving post-installed anchor 6, and has a cylindrical body 2, which has an external diameter D substantially corresponding to the maximum external diameter portion of a post-installed anchor 6 in unexpanded state, a scale 3, which is marked on an external surface of the cylindrical body 2 so as to extend in longer direction of the cylindrical body 2, and an opening 4, which is formed along the scale 3 and near at least a part of a marking range of the scale 3.SELECTED DRAWING: Figure 3
【課題】低コスト且つ簡単な作業で、拡開スリーブ打込式のあと施工アンカーの適正な施工管理を行うことができる。【解決手段】拡開スリーブ打込式のあと施工アンカー６の施工を管理するためのアンカー施工管理治具１であって、非拡開状態のあと施工アンカー６の最大外径箇所に略対応する外径Ｄで形成された筒体２と、筒体２の外表面に筒体２の長手方向に延びるように記される目盛３と、目盛３の表記範囲の少なくとも一部の近傍に目盛３に沿って形成される開口部４を備える。【選択図】図３
ANCHOR CONSTRUCTION CONTROL JIG AND POST-INSTALLED ANCHOR CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To enable construction of an expansion sleeve driving post-installed anchor to be adequately controlled by a simple work at low cost.SOLUTION: An anchor construction control jig 1 is used for controlling construction of an expansion sleeve driving post-installed anchor 6, and has a cylindrical body 2, which has an external diameter D substantially corresponding to the maximum external diameter portion of a post-installed anchor 6 in unexpanded state, a scale 3, which is marked on an external surface of the cylindrical body 2 so as to extend in longer direction of the cylindrical body 2, and an opening 4, which is formed along the scale 3 and near at least a part of a marking range of the scale 3.SELECTED DRAWING: Figure 3
【課題】低コスト且つ簡単な作業で、拡開スリーブ打込式のあと施工アンカーの適正な施工管理を行うことができる。【解決手段】拡開スリーブ打込式のあと施工アンカー６の施工を管理するためのアンカー施工管理治具１であって、非拡開状態のあと施工アンカー６の最大外径箇所に略対応する外径Ｄで形成された筒体２と、筒体２の外表面に筒体２の長手方向に延びるように記される目盛３と、目盛３の表記範囲の少なくとも一部の近傍に目盛３に沿って形成される開口部４を備える。【選択図】図３
ANCHOR CONSTRUCTION CONTROL JIG AND POST-INSTALLED ANCHOR CONSTRUCTION METHOD
アンカー施工管理治具及びあと施工アンカーの施工方法
MORIOKA HIROKI (author) / NOMURA NOBUO (author)
2017-08-24
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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