A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
SUSPENSION CEILING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a suspension ceiling reinforcement structure capable of controlling an ultimate state when deformation-displacement exceeding assumption are caused, while securing function maintenance performance within an elastic deformation-displacement range caused by an earthquake.SOLUTION: A suspension ceiling reinforcement structure C for reinforcing a suspension ceiling structure B, is provided with a ceiling backing 7 formed by juxtaposing a main steel material at a predetermined interval in horizontal one direction T1 and suspended-supported by an upper structure 3 of a building skeleton and a ceiling material 6 installed in the main steel material of the ceiling backing 7 and forming a ceiling surface, and is provided with a reinforcement brace 10, and this reinforcement brace 10 is provided by rotatably connecting the upper end part side around the axis to a shaft part supported by the upper structure 3 while turning the axial direction in the horizontal direction, and rotatably connecting the lower end part side around the axis to the shaft part supported by the ceiling backing 7 or the ceiling material 6 while turning the axial direction in the horizontal direction.SELECTED DRAWING: Figure 1
【課題】地震などに伴う弾性変形・変位範囲内での機能維持性能を確保しつつ、想定を超える変形・変位が生じた際の終局状況をコントロールすることを可能にする吊り天井補強構造を提供する。【解決手段】水平の一方向Ｔ１に所定の間隔をあけて主鋼材を並設してなり、建物躯体の上部構造３に吊り下げ支持される天井下地７と、天井下地７の主鋼材に取り付けられて天井面を形成する天井材６とを備える吊り天井構造Ｂを補強するための吊り天井補強構造Ｃであって、補強ブレース１０を備えてなり、上端部側を、軸線方向を水平方向に向けつつ上部構造３に支持された軸部に軸線周りに回動自在に連結し、下端部側を、軸線方向を水平方向に向けつつ天井下地７又は天井材６に支持された軸部に軸線周りに回動自在に連結してこの補強ブレース１０を設ける。【選択図】図１
SUSPENSION CEILING REINFORCEMENT STRUCTURE
PROBLEM TO BE SOLVED: To provide a suspension ceiling reinforcement structure capable of controlling an ultimate state when deformation-displacement exceeding assumption are caused, while securing function maintenance performance within an elastic deformation-displacement range caused by an earthquake.SOLUTION: A suspension ceiling reinforcement structure C for reinforcing a suspension ceiling structure B, is provided with a ceiling backing 7 formed by juxtaposing a main steel material at a predetermined interval in horizontal one direction T1 and suspended-supported by an upper structure 3 of a building skeleton and a ceiling material 6 installed in the main steel material of the ceiling backing 7 and forming a ceiling surface, and is provided with a reinforcement brace 10, and this reinforcement brace 10 is provided by rotatably connecting the upper end part side around the axis to a shaft part supported by the upper structure 3 while turning the axial direction in the horizontal direction, and rotatably connecting the lower end part side around the axis to the shaft part supported by the ceiling backing 7 or the ceiling material 6 while turning the axial direction in the horizontal direction.SELECTED DRAWING: Figure 1
【課題】地震などに伴う弾性変形・変位範囲内での機能維持性能を確保しつつ、想定を超える変形・変位が生じた際の終局状況をコントロールすることを可能にする吊り天井補強構造を提供する。【解決手段】水平の一方向Ｔ１に所定の間隔をあけて主鋼材を並設してなり、建物躯体の上部構造３に吊り下げ支持される天井下地７と、天井下地７の主鋼材に取り付けられて天井面を形成する天井材６とを備える吊り天井構造Ｂを補強するための吊り天井補強構造Ｃであって、補強ブレース１０を備えてなり、上端部側を、軸線方向を水平方向に向けつつ上部構造３に支持された軸部に軸線周りに回動自在に連結し、下端部側を、軸線方向を水平方向に向けつつ天井下地７又は天井材６に支持された軸部に軸線周りに回動自在に連結してこの補強ブレース１０を設ける。【選択図】図１
SUSPENSION CEILING REINFORCEMENT STRUCTURE
吊り天井補強構造
SAKURABA NORIHIKO (author) / IKUNO MAKOTO (author)
2017-02-09
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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