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INSTALLATION STRUCTURE OF OUTER WALL MATERIAL
PROBLEM TO BE SOLVED: To provide an installation structure of an outer wall material capable of restraining influence on the outer wall material by external force such as an earthquake, while enlarging the outer wall material.SOLUTION: A first installation wall part 48A of a connection bracket 48 is rotatably installed in an upper part 44A of an outer wall material 44 with the thickness direction of the outer wall material 44 as the axis. A second installation wall part 48B of the connection bracket 48 is also rotatably installed on a beam 28 via an installation bracket 50 with the thickness direction of the outer wall material 44 as the axis. Thus, even if the upper part 44A and the beam 28 of the outer wall material 44 are relatively displaced in the building vertical direction, the connection bracket 48 rotates to the upper part 44A and the beam 28, so that relative displacement can be absorbed.SELECTED DRAWING: Figure 1
【課題】外壁材の大型化を図りつつ、地震等の外力による外壁材への影響を抑制することができる外壁材の取付構造を得る。【解決手段】、連結ブラケット４８の第１取付壁部４８Ａが外壁材４４の上部４４Ａに当該外壁材４４の厚さ方向を軸として回動可能に取り付けられている。また、連結ブラケット４８の第２取付壁部４８Ｂが梁２８に取付ブラケット５０を介して当該外壁材４４の厚さ方向を軸として回動可能に取り付けられている。このため、外壁材４４の上部４４Ａと梁２８とが建物上下方向に相対変位しても、連結ブラケット４８が当該上部４４Ａ及び当該梁２８に対して回動することで当該相対変位を吸収することができる。【選択図】図１
INSTALLATION STRUCTURE OF OUTER WALL MATERIAL
PROBLEM TO BE SOLVED: To provide an installation structure of an outer wall material capable of restraining influence on the outer wall material by external force such as an earthquake, while enlarging the outer wall material.SOLUTION: A first installation wall part 48A of a connection bracket 48 is rotatably installed in an upper part 44A of an outer wall material 44 with the thickness direction of the outer wall material 44 as the axis. A second installation wall part 48B of the connection bracket 48 is also rotatably installed on a beam 28 via an installation bracket 50 with the thickness direction of the outer wall material 44 as the axis. Thus, even if the upper part 44A and the beam 28 of the outer wall material 44 are relatively displaced in the building vertical direction, the connection bracket 48 rotates to the upper part 44A and the beam 28, so that relative displacement can be absorbed.SELECTED DRAWING: Figure 1
【課題】外壁材の大型化を図りつつ、地震等の外力による外壁材への影響を抑制することができる外壁材の取付構造を得る。【解決手段】、連結ブラケット４８の第１取付壁部４８Ａが外壁材４４の上部４４Ａに当該外壁材４４の厚さ方向を軸として回動可能に取り付けられている。また、連結ブラケット４８の第２取付壁部４８Ｂが梁２８に取付ブラケット５０を介して当該外壁材４４の厚さ方向を軸として回動可能に取り付けられている。このため、外壁材４４の上部４４Ａと梁２８とが建物上下方向に相対変位しても、連結ブラケット４８が当該上部４４Ａ及び当該梁２８に対して回動することで当該相対変位を吸収することができる。【選択図】図１
INSTALLATION STRUCTURE OF OUTER WALL MATERIAL
外壁材の取付構造
HORI MASARU (author) / ARISAKA FUTOSHI (author)
2016-12-08
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
INSTALLATION ELEMENT FOR OUTER WALL AND OUTER WALL STRUCTURE
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