To enable to adjust a position of an anchor member and a member to be joined.
A hole 2 is formed by drilling a concrete structure 10 such as existing reinforced concrete buildings, an execution anchor 1 is installed into the hole section 2, an execution anchor 1 is inserted into a through-hole 4 formed in a steel plate 3 to be joined to the concrete structure 10, and a grout material (filler) 5 is filled between the execution anchor 1 and the through-hole 4. An anchoring section 12 of the execution anchor includes a head 14 thicker than a shaft 13 at the tip. The through hole 4 is formed larger than the outer diameter of the anchoring section 12 and is in a tapered shape wherein the inner diameter increases toward an opposite side 3b from a junction surface side 3a of the steel plate 3 to the concrete structure 10.
COPYRIGHT: (C)2010,JPO&INPIT
JP2005023769A | 2005-01-27 | |||
JPH09291542A | 1997-11-11 | |||
JP2007085034A | 2007-04-05 | |||
JP3032052U | 1996-12-13 | |||
JPS5043506U | 1975-05-01 | |||
JP2005023769A | 2005-01-27 | |||
JPH09291542A | 1997-11-11 | |||
JP2007085034A | 2007-04-05 |
Tadashi Takahashi
Takashi Watanabe
Yoshifumi Saeki
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