A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
LOAD BEARING WALL AND STUD
To provide a load bearing wall capable of suppressing reduction in rigidity of studs.SOLUTION: A load bearing wall 100 comprises braces 40A, 40B connected to a pair of outer columns 10A, 10B and studs 20, 30 between the pair of outer columns 10A, 10B, and the studs 20, 30 have recesses 50, 60 crushed in a thickness direction of the load bearing wall 100, and the braces 40A, 40B are arranged so as to pass through recesses 50A, 50B.SELECTED DRAWING: Figure 3
【課題】間柱の剛性の低下を抑制することが可能な耐力壁を提供すること。【解決手段】耐力壁１００は、一対の外柱１０Ａ，１０Ｂに接続されるブレース４０Ａ，４０Ｂと、一対の外柱１０Ａ，１０Ｂの間にある間柱２０，３０と、を備え、間柱２０，３０は、耐力壁１００の厚さ方向に押し潰された凹部５０，６０を有し、ブレース４０Ａ，４０Ｂは、凹部５０Ａ，５０Ｂを通るように配置されている。【選択図】図３
LOAD BEARING WALL AND STUD
To provide a load bearing wall capable of suppressing reduction in rigidity of studs.SOLUTION: A load bearing wall 100 comprises braces 40A, 40B connected to a pair of outer columns 10A, 10B and studs 20, 30 between the pair of outer columns 10A, 10B, and the studs 20, 30 have recesses 50, 60 crushed in a thickness direction of the load bearing wall 100, and the braces 40A, 40B are arranged so as to pass through recesses 50A, 50B.SELECTED DRAWING: Figure 3
【課題】間柱の剛性の低下を抑制することが可能な耐力壁を提供すること。【解決手段】耐力壁１００は、一対の外柱１０Ａ，１０Ｂに接続されるブレース４０Ａ，４０Ｂと、一対の外柱１０Ａ，１０Ｂの間にある間柱２０，３０と、を備え、間柱２０，３０は、耐力壁１００の厚さ方向に押し潰された凹部５０，６０を有し、ブレース４０Ａ，４０Ｂは、凹部５０Ａ，５０Ｂを通るように配置されている。【選択図】図３
LOAD BEARING WALL AND STUD
耐力壁、及び間柱
NAKASE HIROYUKI (author) / HIROZAWA KENJI (author)
2024-08-08
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
Strength of wind load bearing wall stud-to-track connections
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Strength of wind load bearing wall stud-to-track connections
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Lateral Strength of Wind Load Bearing Wall Stud-To-Track Connection
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