A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ANCHOR AND ANCHOR CONSTRUCTING METHOD
To provide an anchor capable of being placed suitably to have predetermined yield strength, and an anchor constructing method.SOLUTION: If a hole sealing member 20 having a size to slide and contact a hole wall of a hole H is attached to the tip 11 of an anchor body 10, and the hole sealing member 20 is inserted into the hole H, and then packed into the back of the hole H together with the anchor body 10, even when there is a cavity in the back of the hole H, space connected to the cavity can be sealed so that a resin material J to fill from the back of the hole H can be suitably filled into a gap between the hole H and the anchor body 10. If the resin material J can be suitably filled into the gap between the hole H and the anchor body 10, the anchor body 10 can be rigidly fixed to the hole H so that an anchor 100 can be suitably placed to have predetermined yield strength.SELECTED DRAWING: Figure 1
【課題】所定の耐力を有するように好適に設置できるアンカー及びアンカー施工方法を実現する。【解決手段】穿孔Ｈの孔壁に摺接する大きさを有する穿孔封止部材２０をアンカー本体１０の先端部１１に取り付け、その穿孔封止部材２０をアンカー本体１０とともに穿孔Ｈに挿入してその穿孔Ｈの奥に詰め込むようにすれば、穿孔Ｈの奥に空隙がある場合でも、その空隙に繋がる空間を塞ぐことができるので、穿孔Ｈの奥から充填していく樹脂材料Ｊを穿孔Ｈとアンカー本体１０の隙間に良好に充填することができる。穿孔Ｈとアンカー本体１０の隙間に樹脂材料Ｊを良好に充填することができれば、穿孔Ｈに対してアンカー本体１０を強固に定着させることができるので、所定の耐力を有するようにアンカー１００を好適に設置することができる。【選択図】図１
ANCHOR AND ANCHOR CONSTRUCTING METHOD
To provide an anchor capable of being placed suitably to have predetermined yield strength, and an anchor constructing method.SOLUTION: If a hole sealing member 20 having a size to slide and contact a hole wall of a hole H is attached to the tip 11 of an anchor body 10, and the hole sealing member 20 is inserted into the hole H, and then packed into the back of the hole H together with the anchor body 10, even when there is a cavity in the back of the hole H, space connected to the cavity can be sealed so that a resin material J to fill from the back of the hole H can be suitably filled into a gap between the hole H and the anchor body 10. If the resin material J can be suitably filled into the gap between the hole H and the anchor body 10, the anchor body 10 can be rigidly fixed to the hole H so that an anchor 100 can be suitably placed to have predetermined yield strength.SELECTED DRAWING: Figure 1
【課題】所定の耐力を有するように好適に設置できるアンカー及びアンカー施工方法を実現する。【解決手段】穿孔Ｈの孔壁に摺接する大きさを有する穿孔封止部材２０をアンカー本体１０の先端部１１に取り付け、その穿孔封止部材２０をアンカー本体１０とともに穿孔Ｈに挿入してその穿孔Ｈの奥に詰め込むようにすれば、穿孔Ｈの奥に空隙がある場合でも、その空隙に繋がる空間を塞ぐことができるので、穿孔Ｈの奥から充填していく樹脂材料Ｊを穿孔Ｈとアンカー本体１０の隙間に良好に充填することができる。穿孔Ｈとアンカー本体１０の隙間に樹脂材料Ｊを良好に充填することができれば、穿孔Ｈに対してアンカー本体１０を強固に定着させることができるので、所定の耐力を有するようにアンカー１００を好適に設置することができる。【選択図】図１
ANCHOR AND ANCHOR CONSTRUCTING METHOD
アンカー及びアンカー施工方法
SAITO MASAHISA (author) / HONDA SATOSHI (author) / SAITO HIDEYUKI (author) / KOSE YOSHIMI (author) / KAWADA SHINYA (author) / IWABUCHI SHIGEKI (author) / SHIMIZU KUNIHIRO (author) / KAMIYA YOSUKE (author) / NAGAHARA TOMOKI (author)
2021-01-28
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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