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HOLE-IN ANCHOR, INSTALLATION METHOD FOR HOLE-IN ANCHOR, AND FRAME FOR HOLE-IN ANCHOR
PROBLEM TO BE SOLVED: To provide a hole-in anchor that allows an anchorage length to be secured readily for an anchor bar.SOLUTION: A hole-in anchor 1 includes a hole 10 formed on a wall surface 3 and having a grout material 11 filled therein, and an anchor bar 20 inserted into the hole 10. An extension part 30 having a prescribed thickness d is provided that covers the hole 10, on the wall surface 3 and around the anchor bar 20. According to the present invention, the extension part 30 is provided around the anchor bar 20 at a hole port of the hole 10, limiting a portion with the insufficiently filled grout material 11 within the extension part 30 when filling of the grout material 11 is somewhat insufficient due to drainage of the grout material 11. As such, the situation does not affect calculation of an anchorage length of the anchor bar 20. Therefore, high anchorage strength is maintained by securing a prescribed anchorage length for the anchor bar 20, readily and surely.SELECTED DRAWING: Figure 1
【課題】アンカー筋の定着長さを容易に確保できるあと施工アンカーを提供すること。【解決手段】あと施工アンカー1は、壁面3に設けられてグラウト材11が充填された孔10と、この孔10に挿入されたアンカー筋20と、を備える。壁面3上でかつアンカー筋20の周囲には、所定の厚みdを有する増打部30が孔10を覆って設けられる。本発明によれば、孔10の孔口のアンカー筋20の周囲に増打部30を設けたので、グラウト材11が流出してグラウト材11の充填が多少不十分となっても、このグラウト材11の充填が不十分となる部分は増打部30に生じることになるので、アンカー筋20の定着長の算定には影響しない。よって、アンカー筋20の所定の定着長を容易かつ確実に確保して、高い定着耐力を保持できる。【選択図】図1
HOLE-IN ANCHOR, INSTALLATION METHOD FOR HOLE-IN ANCHOR, AND FRAME FOR HOLE-IN ANCHOR
PROBLEM TO BE SOLVED: To provide a hole-in anchor that allows an anchorage length to be secured readily for an anchor bar.SOLUTION: A hole-in anchor 1 includes a hole 10 formed on a wall surface 3 and having a grout material 11 filled therein, and an anchor bar 20 inserted into the hole 10. An extension part 30 having a prescribed thickness d is provided that covers the hole 10, on the wall surface 3 and around the anchor bar 20. According to the present invention, the extension part 30 is provided around the anchor bar 20 at a hole port of the hole 10, limiting a portion with the insufficiently filled grout material 11 within the extension part 30 when filling of the grout material 11 is somewhat insufficient due to drainage of the grout material 11. As such, the situation does not affect calculation of an anchorage length of the anchor bar 20. Therefore, high anchorage strength is maintained by securing a prescribed anchorage length for the anchor bar 20, readily and surely.SELECTED DRAWING: Figure 1
【課題】アンカー筋の定着長さを容易に確保できるあと施工アンカーを提供すること。【解決手段】あと施工アンカー1は、壁面3に設けられてグラウト材11が充填された孔10と、この孔10に挿入されたアンカー筋20と、を備える。壁面3上でかつアンカー筋20の周囲には、所定の厚みdを有する増打部30が孔10を覆って設けられる。本発明によれば、孔10の孔口のアンカー筋20の周囲に増打部30を設けたので、グラウト材11が流出してグラウト材11の充填が多少不十分となっても、このグラウト材11の充填が不十分となる部分は増打部30に生じることになるので、アンカー筋20の定着長の算定には影響しない。よって、アンカー筋20の所定の定着長を容易かつ確実に確保して、高い定着耐力を保持できる。【選択図】図1
HOLE-IN ANCHOR, INSTALLATION METHOD FOR HOLE-IN ANCHOR, AND FRAME FOR HOLE-IN ANCHOR
あと施工アンカー、あと施工アンカーの施工方法、およびあと施工アンカー用型枠
WATANABE HIDEYOSHI (author) / SUGIYAMA TOMOAKI (author) / ONO HIDEO (author) / TAKAGI KENZABURO (author)
2016-07-21
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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