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MANSARD TYPE ROOF AND ROOF STRUCTURE
To provide a mansard type roof capable of securing a large space below the roof, and a roof structure using the mansard type roof.SOLUTION: In a mansard type roof 1 in which a bent portion 2 at which a tilt angle is changed is provided at an intermediate portion in a tilt direction, a vibration damping device 7 is provided at the bent portion 2. In a roof structure in which at least a part of each of a first mansard type roof provided with a bent portion where an inclination angle is changed in the intermediate portion in the tilt direction and a second mansard type roof provided with a bent portion where the tilt angle is changed in the intermediate portion in the tilt direction are arranged to be overlapped in the vertical direction, the vibration damping device 7 is provided on at least one of the bent portion 2 of the overlapping portion of the first mansard type roof so as to overlap with the second mansard type roof and the bent portion 2 of the overlapping portion of the second mansard type roof so as to overlap with the first mansard type roof.SELECTED DRAWING: Figure 2
【課題】屋根の下側に大空間を確保することができるマンサード型屋根およびこのマンサード型屋根を用いた屋根構造を提供する。【解決手段】傾斜方向の中間部に傾斜角度が切り替わる折れ部2が設けられたマンサード型屋根1において、折れ部2に制振装置7が設けられている。傾斜方向の中間部に傾斜角度が切り替わる折れ部が設けられた第1マンサード型屋根と、傾斜方向の中間部に傾斜角度が切り替わる折れ部が設けられた第2マンサード型屋根と、がそれぞれの少なくとも一部が上下方向に重なって配置される屋根構造において、第1マンサード型屋根における第2マンサード型屋根と重なって配置される重なり部の折れ部2、および第2マンサード型屋根における第1マンサード型屋根と重なって配置される重なり部の折れ部2の少なくとも一方に制振装置7が設けられている。【選択図】図2
MANSARD TYPE ROOF AND ROOF STRUCTURE
To provide a mansard type roof capable of securing a large space below the roof, and a roof structure using the mansard type roof.SOLUTION: In a mansard type roof 1 in which a bent portion 2 at which a tilt angle is changed is provided at an intermediate portion in a tilt direction, a vibration damping device 7 is provided at the bent portion 2. In a roof structure in which at least a part of each of a first mansard type roof provided with a bent portion where an inclination angle is changed in the intermediate portion in the tilt direction and a second mansard type roof provided with a bent portion where the tilt angle is changed in the intermediate portion in the tilt direction are arranged to be overlapped in the vertical direction, the vibration damping device 7 is provided on at least one of the bent portion 2 of the overlapping portion of the first mansard type roof so as to overlap with the second mansard type roof and the bent portion 2 of the overlapping portion of the second mansard type roof so as to overlap with the first mansard type roof.SELECTED DRAWING: Figure 2
【課題】屋根の下側に大空間を確保することができるマンサード型屋根およびこのマンサード型屋根を用いた屋根構造を提供する。【解決手段】傾斜方向の中間部に傾斜角度が切り替わる折れ部2が設けられたマンサード型屋根1において、折れ部2に制振装置7が設けられている。傾斜方向の中間部に傾斜角度が切り替わる折れ部が設けられた第1マンサード型屋根と、傾斜方向の中間部に傾斜角度が切り替わる折れ部が設けられた第2マンサード型屋根と、がそれぞれの少なくとも一部が上下方向に重なって配置される屋根構造において、第1マンサード型屋根における第2マンサード型屋根と重なって配置される重なり部の折れ部2、および第2マンサード型屋根における第1マンサード型屋根と重なって配置される重なり部の折れ部2の少なくとも一方に制振装置7が設けられている。【選択図】図2
MANSARD TYPE ROOF AND ROOF STRUCTURE
マンサード型屋根および屋根構造
TANIGUCHI HISANORI (author) / KOBAYASHI TOSHIKI (author)
2020-02-13
Patent
Electronic Resource
Japanese
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