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To provide a ceiling frame suspension structure capable of improving an earthquake resistant strength of a ceiling frame suspension part for suspending a ceiling frame via a ceiling frame suspension material as much as possible.SOLUTION: By linking a strength of two pairs of fitting members 50B in a vertical direction at a ceiling frame suspension material side itself with a horizontal reinforcement material side fitting member 50A to enhance, a coupling part of two pairs of fitting members in a vertical direction at the ceiling frame suspension material side and the horizontal reinforcement material side fitting member are coupled via a longitudinal wall part 51 to become a truss structure, and the earthquake resistant strength is improved by coupling integrally via the longitudinal wall part of the truss structure each other.SELECTED DRAWING: Figure 7
【課題】天井枠吊り下げ材を介して天井枠を吊り下げる天井枠吊り下げ部の耐震強度を可及的に向上させることができる天井枠吊り下げ構造を提供する。【解決手段】天井枠吊り下げ材側上下2組の嵌合部材50B自体の強度を水平補強材側嵌合部材50Aとリンクする形で高めると共に、天井枠吊り下げ材側上下2組の嵌合部材と水平補強材側嵌合部材との連結部を縦壁部51を介して連結されるトラス構造体とし、トラス構造体の縦壁部を介して相互に連結一体化することにより、耐震強度を向上させた。【選択図】図7
To provide a ceiling frame suspension structure capable of improving an earthquake resistant strength of a ceiling frame suspension part for suspending a ceiling frame via a ceiling frame suspension material as much as possible.SOLUTION: By linking a strength of two pairs of fitting members 50B in a vertical direction at a ceiling frame suspension material side itself with a horizontal reinforcement material side fitting member 50A to enhance, a coupling part of two pairs of fitting members in a vertical direction at the ceiling frame suspension material side and the horizontal reinforcement material side fitting member are coupled via a longitudinal wall part 51 to become a truss structure, and the earthquake resistant strength is improved by coupling integrally via the longitudinal wall part of the truss structure each other.SELECTED DRAWING: Figure 7
【課題】天井枠吊り下げ材を介して天井枠を吊り下げる天井枠吊り下げ部の耐震強度を可及的に向上させることができる天井枠吊り下げ構造を提供する。【解決手段】天井枠吊り下げ材側上下2組の嵌合部材50B自体の強度を水平補強材側嵌合部材50Aとリンクする形で高めると共に、天井枠吊り下げ材側上下2組の嵌合部材と水平補強材側嵌合部材との連結部を縦壁部51を介して連結されるトラス構造体とし、トラス構造体の縦壁部を介して相互に連結一体化することにより、耐震強度を向上させた。【選択図】図7
CEILING FRAME SUSPENSION STRUCTURE
天井枠吊り下げ構造
SATO KIMIAKI (author)
2020-09-24
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
SUSPENSION CEILING STRUCTURE AND CONSTRUCTION METHOD OF SUSPENSION CEILING STRUCTURE
European Patent Office | 2017
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