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A platform for research: civil engineering, architecture and urbanism
BUILDING HAVING MULLION WALL AND WINDOW SASH
PROBLEM TO BE SOLVED: To prevent a mullion wall and a window sash from breaking even when a pillar or a beam has been deformed by an earthquake or the like.SOLUTION: A mullion wall 2 includes: an upper wall 21 that combines with the upper beam 12a of vertically adjacent two beams; and a lower wall 22 that combines with the lower beam 12b. A window sash 3 includes: an upper frame 311 that combines with the upper beam 12a; a lower frame 312 that combines with the lower beam 12b; and a vertical frame 313 adjacent to the mullion wall 2. A slit-like first gap 51 extending horizontally is provided between the upper wall 21 and the lower wall 22 of the mullion wall 2; a second gap 52 extending vertically is provided between the mullion wall 2 and the window sash 3's vertical frame 313 adjacent to the mullion wall 2.SELECTED DRAWING: Figure 4
【課題】地震などにより柱や梁が変形した場合であっても、方立壁と窓サッシュの破損を抑制する。【解決手段】方立壁２は、上下に隣接する２本の梁のうちの上側の梁１２ａに結合する上部壁２１と下側の梁１２ｂに結合する下部壁２２とを有し、窓サッシュ３は、上側の梁１２ａに結合する上枠３１１と下側の梁１２ｂに結合する下枠３１２と方立壁２に隣接する縦枠３１３とを有し、方立壁２の上部壁２１と下部壁２２との間には水平方向に延伸するスリット状の第１の隙間５１が設けられ、窓サッシュ３の方立壁２に隣接する縦枠３１３と方立壁２との間には上下方向に延伸する第２の隙間５２が設けられる。【選択図】図４
BUILDING HAVING MULLION WALL AND WINDOW SASH
PROBLEM TO BE SOLVED: To prevent a mullion wall and a window sash from breaking even when a pillar or a beam has been deformed by an earthquake or the like.SOLUTION: A mullion wall 2 includes: an upper wall 21 that combines with the upper beam 12a of vertically adjacent two beams; and a lower wall 22 that combines with the lower beam 12b. A window sash 3 includes: an upper frame 311 that combines with the upper beam 12a; a lower frame 312 that combines with the lower beam 12b; and a vertical frame 313 adjacent to the mullion wall 2. A slit-like first gap 51 extending horizontally is provided between the upper wall 21 and the lower wall 22 of the mullion wall 2; a second gap 52 extending vertically is provided between the mullion wall 2 and the window sash 3's vertical frame 313 adjacent to the mullion wall 2.SELECTED DRAWING: Figure 4
【課題】地震などにより柱や梁が変形した場合であっても、方立壁と窓サッシュの破損を抑制する。【解決手段】方立壁２は、上下に隣接する２本の梁のうちの上側の梁１２ａに結合する上部壁２１と下側の梁１２ｂに結合する下部壁２２とを有し、窓サッシュ３は、上側の梁１２ａに結合する上枠３１１と下側の梁１２ｂに結合する下枠３１２と方立壁２に隣接する縦枠３１３とを有し、方立壁２の上部壁２１と下部壁２２との間には水平方向に延伸するスリット状の第１の隙間５１が設けられ、窓サッシュ３の方立壁２に隣接する縦枠３１３と方立壁２との間には上下方向に延伸する第２の隙間５２が設けられる。【選択図】図４
BUILDING HAVING MULLION WALL AND WINDOW SASH
方立壁および窓サッシュを有する建物
YUI YUKIO (author) / TANAKA RYOICHI (author)
2017-02-02
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Floating mullion sash structure with heat insulation function
| European Patent Office | 2024