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WOOD-STEEL COMPOSITE FLOOR STRUCTURE
PROBLEM TO BE SOLVED: To provide a wood-steel composite floor structure excellent in habitability by restraining generation of a roar, by eliminating a phase difference between floor beams, by restraining floor vibration by integrating mutual floor materials in a wooden building.SOLUTION: A wood-steel composite floor structure 1 of applying the present invention comprises a girth material 2 provided as a floor structure of a wooden building 8, installed on the outer periphery 8a of the building and using wood, a floor beam material 3 installed in the girth material 2 and using a steel material and an orthogonal horizontal member 4 installed substantially orthogonally to the floor beam material 3. The floor beam material 3 is formed by extending toward the inside 8b of the building in the predetermined span length from a connection end part connected to the girth material 2. The orthogonal horizontal member 4 is mutually joined to the floor beam material 3 in a crossing part, by separately providing the crossing part substantially orthogonal to the floor beam material 3 at a predetermined pitch from the connection end part of the floor beam material 3.SELECTED DRAWING: Figure 1
【課題】木造建築物において床材同士を一体化させて床振動を抑制するとともに、床梁間の位相差を解消してうなりの発生を抑制して居住性に優れた木鋼合成床構造を提供する。【解決手段】本発明を適用した木鋼合成床構造1は、木造建築物8の床構造として設けられるものであり、建築物の外周8aに架設されて木材が用いられる胴差材2と、胴差材2に架設されて鋼材が用いられる床梁材3と、床梁材3と略直交して架設される直交横架材4とを備える。床梁材3は、胴差材2に接続される接続端部から、所定のスパン長で建築物の内部8bに向けて延びて形成される。直交横架材4は、床梁材3と略直交した交差部が、床梁材3の接続端部から所定のピッチで離間して設けられて、交差部で床梁材3と互いに接合される。【選択図】図1
WOOD-STEEL COMPOSITE FLOOR STRUCTURE
PROBLEM TO BE SOLVED: To provide a wood-steel composite floor structure excellent in habitability by restraining generation of a roar, by eliminating a phase difference between floor beams, by restraining floor vibration by integrating mutual floor materials in a wooden building.SOLUTION: A wood-steel composite floor structure 1 of applying the present invention comprises a girth material 2 provided as a floor structure of a wooden building 8, installed on the outer periphery 8a of the building and using wood, a floor beam material 3 installed in the girth material 2 and using a steel material and an orthogonal horizontal member 4 installed substantially orthogonally to the floor beam material 3. The floor beam material 3 is formed by extending toward the inside 8b of the building in the predetermined span length from a connection end part connected to the girth material 2. The orthogonal horizontal member 4 is mutually joined to the floor beam material 3 in a crossing part, by separately providing the crossing part substantially orthogonal to the floor beam material 3 at a predetermined pitch from the connection end part of the floor beam material 3.SELECTED DRAWING: Figure 1
【課題】木造建築物において床材同士を一体化させて床振動を抑制するとともに、床梁間の位相差を解消してうなりの発生を抑制して居住性に優れた木鋼合成床構造を提供する。【解決手段】本発明を適用した木鋼合成床構造1は、木造建築物8の床構造として設けられるものであり、建築物の外周8aに架設されて木材が用いられる胴差材2と、胴差材2に架設されて鋼材が用いられる床梁材3と、床梁材3と略直交して架設される直交横架材4とを備える。床梁材3は、胴差材2に接続される接続端部から、所定のスパン長で建築物の内部8bに向けて延びて形成される。直交横架材4は、床梁材3と略直交した交差部が、床梁材3の接続端部から所定のピッチで離間して設けられて、交差部で床梁材3と互いに接合される。【選択図】図1
WOOD-STEEL COMPOSITE FLOOR STRUCTURE
木鋼合成床構造
NAKAYASU MASAAKI (author) / SHISHIDO TADAKAZU (author) / KAWAI YOSHIMICHI (author)
2017-03-02
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
European Patent Office | 2024
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