JP2012225071A - Ladder for evacuation from tsunami - Google Patents
Ladder for evacuation from tsunami Download PDFInfo
- Publication number
- JP2012225071A JP2012225071A JP2011094443A JP2011094443A JP2012225071A JP 2012225071 A JP2012225071 A JP 2012225071A JP 2011094443 A JP2011094443 A JP 2011094443A JP 2011094443 A JP2011094443 A JP 2011094443A JP 2012225071 A JP2012225071 A JP 2012225071A
- Authority
- JP
- Japan
- Prior art keywords
- ladder
- evacuation
- tsunami
- base
- foundation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Ladders (AREA)
Abstract
Description
本発明は、津波に対して、梯子と土台を一体化した器具を設置し、簡単な設置方法により津波に対して避難できる方法を提供する。 The present invention provides a method of installing an apparatus in which a ladder and a base are integrated against a tsunami and evacuating the tsunami by a simple installation method.
従来は海岸沿いに防波堤を設ける方法が考えられていた。防波堤をより、高くすることもあるが、2回目、3回目の津波を何度も受けることになることもあり、これだけでは防ぎようもない可能性がある。 Conventionally, a method of providing a breakwater along the coast has been considered. The breakwater may be raised higher, but the second and third tsunamis may be received many times, and this alone may not prevent it.
従来の防波堤は、海岸に数メートルの高さのものが多く、海岸に沿うようにあるだけであった。
本発明は、従来の防波堤に加えて、各家、各箇所に本発明で示す避難用梯子を設置することにより、津波が来た時に梯子の高所に逃げ、避難を速やかに行うものとする。
また、本発明の避難用梯子は簡易に設置でき、避難も迅速にでき、安全である。
強度上も、土台の部分で梯子を支え、梯子の部分は海水がほとんど、通り抜けるため、梯子自体は抵抗を受けず、津波により、倒れないように簡易に設置でき、安全な避難梯子であると考える。
Conventional breakwaters are often several meters high along the coast and only exist along the coast.
In the present invention, in addition to the conventional breakwater, by installing the evacuation ladder shown in the present invention in each house and each place, when the tsunami comes, escape to the high place of the ladder and promptly evacuate .
In addition, the evacuation ladder of the present invention can be easily installed, can evacuate quickly, and is safe.
In terms of strength, the ladder is supported by the base and seawater passes through the ladder, so the ladder itself is not subject to resistance and can be easily installed so that it will not fall down due to the tsunami. Think.
特許公開特許公開2005−171719に避難用橋子装置があるが、これは、津波に対する避難用梯子ではなく、目的も形態も異なる。 There is an evacuation bridge device in Patent Publication No. 2005-171719, but this is not an evacuation ladder against tsunami, and the purpose and form are also different.
土台と避難梯子を組み合わせたものを各家、各箇所に設置する。土台は避難用梯子と連結し、土台は、梯子を支える。梯子においては、津波に対して、水が通過する構造になり、抵抗が少なく、負荷が少なくなり、倒れる危険がない。梯子は、鉄、アルミ、ステンレスなどで製造されることが考えられる。
土台については、コンクリートなどの素材が妥当であるが、他の材料でも問題ない。土台の周辺部はコンクリートブロックのような部材、レンガ等で囲ってもよい。
土台については、地面上に設置してもよいが、途中まで地中に埋めても良い。また、完全に土台を地中に埋め、梯子のみ地上に露出させても良い。
A combination of foundation and evacuation ladder will be installed in each house and location. The base is connected to the evacuation ladder, and the base supports the ladder. The ladder has a structure that allows water to pass through the tsunami, reduces resistance, reduces the load, and does not fall over. It is conceivable that the ladder is made of iron, aluminum, stainless steel or the like.
For the foundation, materials such as concrete are appropriate, but other materials are also acceptable. The periphery of the base may be surrounded by a member such as a concrete block or brick.
The foundation may be installed on the ground, but may be buried in the ground partway. Alternatively, the foundation may be completely buried in the ground, and only the ladder may be exposed to the ground.
また、土台の形状は、長方体でもよい。また、土台に対して津波の来る方向に対して鋭角な形状でもよい。また、円弧、双曲線余弦関数を用いた形状でも良い。
双曲線余弦関数は重力場という等分布荷重を受ける時に、ひもが垂れる形状で、応力分布が最適値になっている。そのため、津波も等分布荷重と考えられるため、双曲線余弦関数を用いた形状が良い。
The base shape may be a rectangular parallelepiped. Moreover, an acute angle shape may be sufficient with respect to the tsunami direction with respect to the base. Moreover, the shape using a circular arc and a hyperbolic cosine function may be sufficient.
The hyperbolic cosine function has a shape in which the string hangs when it receives an evenly distributed load called a gravitational field, and the stress distribution is an optimum value. Therefore, since the tsunami is considered to be an equally distributed load, the shape using the hyperbolic cosine function is good.
津波は戻ってくる波もあるので、各家は各箇所の前面だけでなく、後方にも同様の形状で土台を作成するのが良い。 Since some tsunamis come back, each house should have a similar shape not only on the front of each part but also on the back.
また、土台は地面から垂直上方方向に徐々に断面積を小さくしたり、大きくしたり、段差を設けたり、設置条件にあわせて、選んでも良い。 Further, the base may be selected in accordance with the installation conditions by gradually reducing the cross-sectional area in the vertical upward direction from the ground, increasing the cross-sectional area, providing a step, or the like.
避難用梯子は曲げるような折りたたみ式でも構わない。 また、スライドして折りたたんでも構わない。この場合、速やかに所定の高さになるようモータ等により、動力源の設置をしてもよい。 The evacuation ladder may be a folding type that can be bent. Also, it can be slid and folded. In this case, the power source may be installed by a motor or the like so as to quickly reach a predetermined height.
津波の過去の高さから考慮して、梯子の高さは5メートル以上にするのが望ましい。 Considering the past height of the tsunami, the ladder should be at least 5 meters high.
この避難用梯子は屋外、屋内どちらに設置をしても良い。屋内に設置する場合、梯子と人が通り抜ける煙突のような空間が必要である。 This evacuation ladder may be installed either outdoors or indoors. When installed indoors, a space like a chimney through which ladders and people pass is necessary.
この非難用梯子の上部に安全ひも、安全ベルト、安全柵、安全椅子を設置できるようにし、非難されるまで、長期に梯子上部に滞在し易い工夫をすることが望ましい。
It is desirable that a safety string, a safety belt, a safety fence, and a safety chair can be installed on the top of the slamming ladder, and that it is easy to stay on the top of the ladder for a long time until accused.
本発明は、土台と梯子を組み合わせることにより、津波に対して、安全、迅速に避難できる梯子を提供することができる。 The present invention can provide a ladder that can evacuate safely and quickly against a tsunami by combining a base and a ladder.
図1に、梯子と土台が1体となった、正面図、側面図、上面図を示す。矢印は津波が来ると予想される方向であり、およそ、海岸に対して垂直な方向である。梯子の登る面は津波が来ると予想される方向に対して垂直に設置される。 FIG. 1 shows a front view, a side view, and a top view in which a ladder and a base are combined. The arrow is the direction in which the tsunami is expected to come, and is roughly perpendicular to the coast. The surface on which the ladder climbs is placed perpendicular to the direction in which the tsunami is expected to come.
図2に土台を地上、地中、その中間に設置した例を示す。 FIG. 2 shows an example in which the foundation is installed on the ground, in the ground, and in the middle.
図1、2で示す土台の外周に対してブロック塀を設けた土台の例を図3に示す。 FIG. 3 shows an example of a base provided with block ridges on the outer periphery of the base shown in FIGS.
図4に土台の上面図の例を示す。津波が来ると予想される方向の前方面、または、かつ後方面に対して、鋭角に土台をなした例を図(a)、(d)、(e)に示す。また、同様に土台を曲線で表した例として、図4(b)では円弧、図4(c)では双曲線余弦関数を用いた例を示す。 FIG. 4 shows an example of a top view of the base. Figures (a), (d), and (e) show examples in which a foundation is formed at an acute angle with respect to the front surface or the rear surface in the direction in which a tsunami is expected to come. Similarly, as an example in which the base is represented by a curve, FIG. 4 (b) shows an example using a circular arc and FIG. 4 (c) uses a hyperbolic cosine function.
図5に土台の垂直方向の断面の様々な例を示す。 FIG. 5 shows various examples of the vertical cross section of the base.
本発明は、津波に対して、梯子と土台を一体化した器具を設置することにより、簡単な設置方法により津波に対して避難できる方法を提供する。
The present invention provides a method capable of evacuating against a tsunami by a simple installation method by installing an instrument that integrates a ladder and a base against the tsunami.
Claims (11)
The ladder of claim 1 to 10 is an escape ladder that is at least 5 meters above the ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2011094443A JP2012225071A (en) | 2011-04-20 | 2011-04-20 | Ladder for evacuation from tsunami |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2011094443A JP2012225071A (en) | 2011-04-20 | 2011-04-20 | Ladder for evacuation from tsunami |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2012225071A true JP2012225071A (en) | 2012-11-15 |
Family
ID=47275540
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2011094443A Pending JP2012225071A (en) | 2011-04-20 | 2011-04-20 | Ladder for evacuation from tsunami |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2012225071A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014237996A (en) * | 2013-06-10 | 2014-12-18 | フジワラ産業株式会社 | Evacuation device |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0241204A (en) * | 1988-08-01 | 1990-02-09 | Tadao Onoda | Split type forms block |
JPH08184278A (en) * | 1994-12-27 | 1996-07-16 | Yukio Adachi | Folding evacuation ladder |
JP2005264721A (en) * | 2002-12-30 | 2005-09-29 | Fujiwara Sangyo Kk | Evacuation apparatus to be used in the case of emergency such as tsunami and flood |
JP2008180055A (en) * | 2006-12-28 | 2008-08-07 | Fujika:Kk | Evacuating device from emergencies such as tsunami and flood |
JP2009036014A (en) * | 2008-02-28 | 2009-02-19 | Fujiwara Sangyo Kk | Pedestrian bridge |
-
2011
- 2011-04-20 JP JP2011094443A patent/JP2012225071A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0241204A (en) * | 1988-08-01 | 1990-02-09 | Tadao Onoda | Split type forms block |
JPH08184278A (en) * | 1994-12-27 | 1996-07-16 | Yukio Adachi | Folding evacuation ladder |
JP2005264721A (en) * | 2002-12-30 | 2005-09-29 | Fujiwara Sangyo Kk | Evacuation apparatus to be used in the case of emergency such as tsunami and flood |
JP2008180055A (en) * | 2006-12-28 | 2008-08-07 | Fujika:Kk | Evacuating device from emergencies such as tsunami and flood |
JP2009036014A (en) * | 2008-02-28 | 2009-02-19 | Fujiwara Sangyo Kk | Pedestrian bridge |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014237996A (en) * | 2013-06-10 | 2014-12-18 | フジワラ産業株式会社 | Evacuation device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10006220B2 (en) | Support system and structure supported thereby | |
JP2012225071A (en) | Ladder for evacuation from tsunami | |
JP2005264721A (en) | Evacuation apparatus to be used in the case of emergency such as tsunami and flood | |
JP2013096064A (en) | Evacuation hut for tsunami measures | |
JP2012127177A (en) | Protective house building | |
JP6031704B2 (en) | Shelter for evacuation in case of emergency such as tsunami and flood | |
JP6085861B2 (en) | Manhole push-up prevention method | |
JP2008014016A (en) | Refuge facility for tsunami | |
CN204571151U (en) | A kind of combination guardrail | |
JP2018071346A (en) | Emergency evacuation equipment for disaster | |
JP5782655B2 (en) | Protective housing | |
JP2013127193A (en) | Evacuation equipment | |
JP6166020B2 (en) | Tsunami evacuation tower with floating bodies and floating bodies | |
JP2016017401A (en) | Evacuation equipment | |
JP5466780B2 (en) | Building equipment installation structure | |
KR200470073Y1 (en) | Stepping Stones with Platforms | |
JP2021085262A (en) | Sheet type water immersion prevention method | |
JP3225860U (en) | Automatic flood protection gate | |
JP2013015001A (en) | Earthquake-resistant and tsunami-resistant dwelling | |
JP2018115540A (en) | Tsunami evacuation device | |
EP1785548A3 (en) | Scaffolding tower with integral safety features | |
ES2288075B1 (en) | DEVICE FOR CONFIGURING A PLATFORM OR ANDAMIO IN AN EXISTING WALL. | |
CN108005098A (en) | A kind of firm banking of deep-sea oil production platform frame | |
CN208029633U (en) | A kind of anti-fall device of low-rise building | |
EP2772596A3 (en) | System for fixing and supporting railings, balustrades or parapets |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20121219 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20131021 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20131112 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20140104 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20140328 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20140916 |