发明名称 |
METHOD OF ANCHORING SHEAR REINFORCEMENT MEMBER |
摘要 |
PROBLEM TO BE SOLVED: To provide a method of anchoring a shear reinforcement member by which a burden on a worker in inserting the shear reinforcement member can be reduced and quality degradation can be suppressed by preventing air from being mixed to a grout material within a shear reinforcement member insertion hole.SOLUTION: The method of anchoring a shear reinforcement member is provided in which: a shear reinforcement member insertion hole 2 is drilled upwards in an existing precast concrete structure; an injection pipe is inserted into the insertion hole 2; a plastic grout material G is injected into the insertion hole 2, an outwards extending flange part being formed in an outer circumference of the injection pipe; at a position opposing the insertion hole 2, an elevating mechanism 8 is disposed for moving a shear reinforcement member 3 upwards; in a receiving part 8a of the elevating mechanism 8, a closing member 10 is disposed and on the closing member 10, a shear reinforcement member 3 is disposed; the shear reinforcement member 3 is inserted into the insertion hole 2 using the elevating mechanism 8; the closing member 10 is mounted to a construction surface 4 of the structure 1; and then the grout material is cured. |
申请公布号 |
JP2014122507(A) |
申请公布日期 |
2014.07.03 |
申请号 |
JP20120279719 |
申请日期 |
2012.12.21 |
申请人 |
KAJIMA CORP;KAJIMA RENOVATE KK |
发明人 |
YAMANOBE SHINICHI;FURUICHI KOSUKE;KANEMITSU YOSHIHISA;TAMANO KEIGO;UEDA MASAAKI;NAKAGAWA KAZUTAKA |
分类号 |
E04G23/02;E03F3/04;E04C5/18;E04G21/12 |
主分类号 |
E04G23/02 |
代理机构 |
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代理人 |
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主权项 |
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地址 |
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