JP3176910U - A long building with a rounded end in the longitudinal direction - Google Patents
A long building with a rounded end in the longitudinal direction Download PDFInfo
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- JP3176910U JP3176910U JP2012001961U JP2012001961U JP3176910U JP 3176910 U JP3176910 U JP 3176910U JP 2012001961 U JP2012001961 U JP 2012001961U JP 2012001961 U JP2012001961 U JP 2012001961U JP 3176910 U JP3176910 U JP 3176910U
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- building
- tsunami
- longitudinal direction
- resistance
- rounded end
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Abstract
【課題】建物への津波の抵抗を最小にして、建物の破壊と流出を防ぐ。
【解決手段】流線型が先端が丸く、向かってくる流体の抵抗を最小にすることを利用し、建物の長手方向の端部を丸くして端部を津波の来る方向に配置してすることで寄せてくる津波の抵抗を最小にして、建物の破壊と流出を防ぐ。
【選択図】図1An object of the present invention is to minimize the resistance of a tsunami to a building to prevent the destruction and outflow of the building.
By utilizing the fact that the streamlined type has a round tip and minimizes the resistance of the fluid coming toward it, the end in the longitudinal direction of the building is rounded and the end is arranged in the direction of the tsunami. Minimize incoming tsunami resistance to prevent building destruction and runoff.
[Selection] Figure 1
Description
従来の建物は矩形で、海側から寄せてくる津波の抵抗が最大で、破壊されたり流されてしまうことが多かった。また、陸側から引いてくる津波に流されてしまう問題点があった。Conventional buildings are rectangular and have the greatest resistance to tsunami coming from the sea side, often being destroyed or washed away. In addition, there was a problem of being washed away by the tsunami drawn from the land side.
上記の問題点を解決するために、流線型は先端が丸く、向かってくる流体の抵抗を最小にすることを利用し、建物の長手方向の端部を丸くして津波の抵抗を最小にする。また、海側から寄せてくる津波3と陸側から引いてくる津波4に対しては建物の長手方向の両端を丸くして長手方向を津波のくる方向に向けて配置する。さらに、建物の長手方向の端部側に山・土手・堤防や建物などの津波の直撃を防ぐ物がある場合は、その反対側の端部を丸くし建物2に向かってくる津波3の抵抗を最小にする。In order to solve the above problems, the streamlined type uses a rounded tip and minimizes the resistance of the fluid coming toward it, and rounds the longitudinal end of the building to minimize the tsunami resistance. For the
細長い建物の端部を丸くすることことによって、建物に寄せてくる津波3と引いてくる津波4から受ける抵抗が最小となり建物の破壊と流出が防げる。By rounding the end of the long and narrow building, the resistance received from the
1 端部の両端が丸い建物
2 端部の一端が丸い建物
3 寄せてくる津波の流れ
4 引いてく津波の流れ
5 津波の分流1 Building with
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012001961U JP3176910U (en) | 2012-03-16 | 2012-03-16 | A long building with a rounded end in the longitudinal direction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012001961U JP3176910U (en) | 2012-03-16 | 2012-03-16 | A long building with a rounded end in the longitudinal direction |
Publications (1)
Publication Number | Publication Date |
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JP3176910U true JP3176910U (en) | 2012-07-12 |
Family
ID=48003805
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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JP2012001961U Expired - Fee Related JP3176910U (en) | 2012-03-16 | 2012-03-16 | A long building with a rounded end in the longitudinal direction |
Country Status (1)
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JP (1) | JP3176910U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014152462A (en) * | 2013-02-06 | 2014-08-25 | Susumu Watanabe | Tidal wave evacuation facility having evacuation slope |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006132280A (en) * | 2004-11-09 | 2006-05-25 | Keiji Natsuyama | Facility for refusing from tidal wave |
JP4838395B1 (en) * | 2011-06-08 | 2011-12-14 | 泰則 伊藤 | Structure |
-
2012
- 2012-03-16 JP JP2012001961U patent/JP3176910U/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006132280A (en) * | 2004-11-09 | 2006-05-25 | Keiji Natsuyama | Facility for refusing from tidal wave |
JP4838395B1 (en) * | 2011-06-08 | 2011-12-14 | 泰則 伊藤 | Structure |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014152462A (en) * | 2013-02-06 | 2014-08-25 | Susumu Watanabe | Tidal wave evacuation facility having evacuation slope |
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