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JOINT STRUCTURE, JOINING METHOD AND ANCHOR MEMBER
PROBLEM TO BE SOLVED: To provide a joint structure, a joining method, and an anchor member usable for the joint structure and the joining method in which, when a new skeleton is added to an existing skeleton of a building and a structural object for earthquake strengthening and the like, a member for shear force transmission arranged between the existing skeleton and the new skeleton does not easily interfere with a steel bar of the existing skeleton, and workability in the existing skeleton can be improved.SOLUTION: This joint structure is a structure for joining a new skeleton 10 to an existing skeleton B1. An anchor member 11 for shear force transmission arranged between the existing skeleton and the new skeleton is formed of a rod-like body, and has a thick diameter part 31 and a thin diameter part 32 in the longer direction. The thin diameter part 32 and a part 31a of the thick diameter part 31 of the anchor member are located in the side of the existing skeleton, and a residual part 31b of the thick diameter part 31 is located in the side of the new skeleton.SELECTED DRAWING: Figure 4
【課題】建物や構造物の既存躯体に耐震補強等のために新設躯体を増設する場合、既存躯体と新設躯体との間に配置されるせん断力伝達のための部材が既存躯体の鉄筋と干渉し難く、既存躯体における施工性が向上できる接合構造、接合工法およびこれらの接合構造・接合工法に使用可能なアンカー部材を提供する。【解決手段】この接合構造は、既存躯体B1に新設躯体10を接合するためのものであり、既存躯体と新設躯体との間に配置されるせん断力伝達のためのアンカー部材11が棒状体から構成され長手方向に太径部31と細径部32とを有し、アンカー部材の細径部32と太径部31の一部31aとが既存躯体側に位置し、太径部31の残余部分31bが新設躯体側に位置する。【選択図】図4
JOINT STRUCTURE, JOINING METHOD AND ANCHOR MEMBER
PROBLEM TO BE SOLVED: To provide a joint structure, a joining method, and an anchor member usable for the joint structure and the joining method in which, when a new skeleton is added to an existing skeleton of a building and a structural object for earthquake strengthening and the like, a member for shear force transmission arranged between the existing skeleton and the new skeleton does not easily interfere with a steel bar of the existing skeleton, and workability in the existing skeleton can be improved.SOLUTION: This joint structure is a structure for joining a new skeleton 10 to an existing skeleton B1. An anchor member 11 for shear force transmission arranged between the existing skeleton and the new skeleton is formed of a rod-like body, and has a thick diameter part 31 and a thin diameter part 32 in the longer direction. The thin diameter part 32 and a part 31a of the thick diameter part 31 of the anchor member are located in the side of the existing skeleton, and a residual part 31b of the thick diameter part 31 is located in the side of the new skeleton.SELECTED DRAWING: Figure 4
【課題】建物や構造物の既存躯体に耐震補強等のために新設躯体を増設する場合、既存躯体と新設躯体との間に配置されるせん断力伝達のための部材が既存躯体の鉄筋と干渉し難く、既存躯体における施工性が向上できる接合構造、接合工法およびこれらの接合構造・接合工法に使用可能なアンカー部材を提供する。【解決手段】この接合構造は、既存躯体B1に新設躯体10を接合するためのものであり、既存躯体と新設躯体との間に配置されるせん断力伝達のためのアンカー部材11が棒状体から構成され長手方向に太径部31と細径部32とを有し、アンカー部材の細径部32と太径部31の一部31aとが既存躯体側に位置し、太径部31の残余部分31bが新設躯体側に位置する。【選択図】図4
JOINT STRUCTURE, JOINING METHOD AND ANCHOR MEMBER
接合構造、接合工法およびアンカー部材
HOSOI YASUYUKI (author) / TOMITA YUSUKE (author)
2016-06-02
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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