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JOINT STRUCTURE FOR WOOD MATERIAL AND STEEL MEMBER
To suppress temperature rise of a wood material at the time of fire disaster and the like while improving workability.SOLUTION: There is provided a joint structure of a wood material 1 and a steel member 2. The steel member 2 comprises: a concrete portion 33 disposed in a state in contact with a part other than a steel member side joint part 21a; and an interval holding portion 34 for holding the steel member side joint part 21a of the steel member 2 and the wood material 1 so as to be separated from each other by a predetermined interval. The steel member side joint part 21a of the steel member 2 and the wood material 1 are joined via the interval holding portion 34 therebetween. The interval holding portion 34 is filled with mortar.SELECTED DRAWING: Figure 1
【課題】施工性の向上を図りながら、火災時等に木質材の温度上昇を抑制すること。【解決手段】木質材1と鉄骨材2との接合構造において、鉄骨材2において、鉄骨側接合部位21a以外の部位に接する状態で配設されるコンクリート部33と、鉄骨材2の鉄骨側接合部位21aと木質材1との間を所定間隔隔てる状態に保持する間隔保持部34とが備えられ、鉄骨材2の鉄骨側接合部位21aと木質材1とが、その間に間隔保持部34を介在させて接合され、間隔保持部34は、モルタルの充填により構成されている。【選択図】図1
JOINT STRUCTURE FOR WOOD MATERIAL AND STEEL MEMBER
To suppress temperature rise of a wood material at the time of fire disaster and the like while improving workability.SOLUTION: There is provided a joint structure of a wood material 1 and a steel member 2. The steel member 2 comprises: a concrete portion 33 disposed in a state in contact with a part other than a steel member side joint part 21a; and an interval holding portion 34 for holding the steel member side joint part 21a of the steel member 2 and the wood material 1 so as to be separated from each other by a predetermined interval. The steel member side joint part 21a of the steel member 2 and the wood material 1 are joined via the interval holding portion 34 therebetween. The interval holding portion 34 is filled with mortar.SELECTED DRAWING: Figure 1
【課題】施工性の向上を図りながら、火災時等に木質材の温度上昇を抑制すること。【解決手段】木質材1と鉄骨材2との接合構造において、鉄骨材2において、鉄骨側接合部位21a以外の部位に接する状態で配設されるコンクリート部33と、鉄骨材2の鉄骨側接合部位21aと木質材1との間を所定間隔隔てる状態に保持する間隔保持部34とが備えられ、鉄骨材2の鉄骨側接合部位21aと木質材1とが、その間に間隔保持部34を介在させて接合され、間隔保持部34は、モルタルの充填により構成されている。【選択図】図1
JOINT STRUCTURE FOR WOOD MATERIAL AND STEEL MEMBER
木質材と鉄骨材との接合構造
SUGA JUNKO (author) / MATSUBARA YOSHINORI (author) / UCHIYAMA MARINA (author)
2022-04-26
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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