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REINFORCEMENT STRUCTURE AND MANUFACTURING METHOD THEREOF
PROBLEM TO BE SOLVED: To easily and inexpensively execute reinforcement to an intermediate layer part of an existing building.SOLUTION: A reinforcement structure 2 comprises a reinforcement beam part 22 arranged along a beam part 12 and a connection member 30 for connecting the beam part 12 and the reinforcement beam part 22. The connection member 30 comprises a hardening body 31 formed in the beam part 12 and arranged in an insertion hole 12a obliquely extending in a straight line shape upward toward the reinforcement beam part 22 side and a metallic rod-like body 32 extending along the extension direction of the insertion hole 12a so that a lower end part 32a is positioned in the insertion hole 12a and an upper end part 32b is positioned in the reinforcement beam part 22. The upper end 31a of the hardening body 31 projects from the insertion hole 12a. A space up to a part positioned on the outside of an outer surface of the beam part 12 from the lower end in the metallic rod-like body 32 is buried in at least the hardening body 31.SELECTED DRAWING: Figure 3
【課題】既存建物の中間層部に対する補強を簡易且つ低コストに行う。【解決手段】補強構造物2は、梁部12に沿って配置された補強梁部22と、梁部12と補強梁部22とを接続する接続部材30とを備える。接続部材30は、梁部12に形成されると共に補強梁部22側に向かうにつれて上方に向かうように斜めに直線状に延びる挿通孔12a内に配置された硬化体31と、下端部32aが挿通孔12a内に位置すると共に上端部32bが補強梁部22内に位置するように、挿通孔12aの延在方向に沿って延びる金属棒状体32とを有する。硬化体31の上端31aは挿通孔12aから突出している。金属棒状体32のうち下端から梁部12の外表面よりも外側に位置する部分までが、少なくとも硬化体31内に埋設されている。【選択図】図3
REINFORCEMENT STRUCTURE AND MANUFACTURING METHOD THEREOF
PROBLEM TO BE SOLVED: To easily and inexpensively execute reinforcement to an intermediate layer part of an existing building.SOLUTION: A reinforcement structure 2 comprises a reinforcement beam part 22 arranged along a beam part 12 and a connection member 30 for connecting the beam part 12 and the reinforcement beam part 22. The connection member 30 comprises a hardening body 31 formed in the beam part 12 and arranged in an insertion hole 12a obliquely extending in a straight line shape upward toward the reinforcement beam part 22 side and a metallic rod-like body 32 extending along the extension direction of the insertion hole 12a so that a lower end part 32a is positioned in the insertion hole 12a and an upper end part 32b is positioned in the reinforcement beam part 22. The upper end 31a of the hardening body 31 projects from the insertion hole 12a. A space up to a part positioned on the outside of an outer surface of the beam part 12 from the lower end in the metallic rod-like body 32 is buried in at least the hardening body 31.SELECTED DRAWING: Figure 3
【課題】既存建物の中間層部に対する補強を簡易且つ低コストに行う。【解決手段】補強構造物2は、梁部12に沿って配置された補強梁部22と、梁部12と補強梁部22とを接続する接続部材30とを備える。接続部材30は、梁部12に形成されると共に補強梁部22側に向かうにつれて上方に向かうように斜めに直線状に延びる挿通孔12a内に配置された硬化体31と、下端部32aが挿通孔12a内に位置すると共に上端部32bが補強梁部22内に位置するように、挿通孔12aの延在方向に沿って延びる金属棒状体32とを有する。硬化体31の上端31aは挿通孔12aから突出している。金属棒状体32のうち下端から梁部12の外表面よりも外側に位置する部分までが、少なくとも硬化体31内に埋設されている。【選択図】図3
REINFORCEMENT STRUCTURE AND MANUFACTURING METHOD THEREOF
補強構造物及びその製造方法
KAWAMOTO TAKANORI (author) / OTA TAKAAKI (author) / KAKIHARA TAKUYA (author)
2018-01-11
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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