JP5596751B2 - Tsunami countermeasure evacuation facilities - Google Patents

Tsunami countermeasure evacuation facilities Download PDF

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JP5596751B2
JP5596751B2 JP2012158233A JP2012158233A JP5596751B2 JP 5596751 B2 JP5596751 B2 JP 5596751B2 JP 2012158233 A JP2012158233 A JP 2012158233A JP 2012158233 A JP2012158233 A JP 2012158233A JP 5596751 B2 JP5596751 B2 JP 5596751B2
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evacuation
tsunami
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floating body
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通博 大江
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通博 大江
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

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本発明は、大津波対策として、高台転居という様な大掛かりで莫大な対策資金を必要とする様な避難対策ではない津波対策避難設備であって、詳しくは、人の避難部が船の様に津波の水上に浮かぶ機能を有した設備であり、例えば、徒歩約5〜10分程度の圏内に1ヶ所程度配設することにより、通常時には、現状の平地で生活し、大津波が来襲した場合に、避難該当者が徒歩避難し、当該避難部に逃げ込むことにより、浮き船形態で津波に対し鉛直方向に対応し、人命被災を回避・低減出来る様にする津波対策避難設備に関する。   The present invention is a tsunami countermeasure evacuation facility that is not an evacuation countermeasure that requires a huge amount of funding, such as moving up on a hill, as a countermeasure against a large tsunami. A facility that has the function of floating on the water of a tsunami. For example, if one is located within a walking distance of about 5 to 10 minutes, it will normally live on the current flat ground and a large tsunami will strike. In particular, the present invention relates to a tsunami countermeasure evacuation facility that allows an evacuated person to evacuate on foot and escape to the evacuation unit so as to respond to a tsunami in the vertical direction in the form of a floating ship and to avoid or reduce human life damage.

2011年3月11日に発生した東日本大震災では、大地震に伴う大津波により多数の人命が失われた。この人命被害は、人知を越える津波が来襲したことに起因する部分が多いが、これまでの政治・行政による津波対策の不備・欠陥による人災の部分もかなり多いと考えられる。ところで、従来の津波対策は、堤防・護岸による津波遮断が主体であり、堤防・護岸の前提津波規模を越える津波が来襲すれば、既存の堤防・護岸は役に立たないことは自明であり、前記大震災の大津波による被害は如実にそれを衆目に示した。また、その後、東南海大地震等、今後予想される大地震では、東日本大地震かそれ以上の規模になる可能性と、それに伴う来襲する津波は、東日本大地震に伴う津波を遙かに越える津波である可能性があることが公表されて来ている。この影響の結果、今後の津波対策では、避難が主体となり、極端な対策案としては、全住民高台転居案等も出て来ていると見聞しているが、避難対策としては、検討の緒に付いたばかり様であるが、現実の生活と経済性等を総合的に勘案しての正鵠を射た避難対策検討は現時点では行われていない様である。   In the Great East Japan Earthquake that occurred on March 11, 2011, many human lives were lost due to the great tsunami associated with the earthquake. This human life damage is mostly due to the tsunami that surpasses human knowledge, but it is thought that there are quite a lot of human disasters caused by flaws and deficiencies in tsunami countermeasures by politics and administration so far. By the way, conventional tsunami countermeasures are mainly tsunami blocking by embankments and revetments, and it is obvious that existing dykes and revetments will not be useful if a tsunami exceeding the assumed tsunami scale of embankments and revetments strikes. The damage caused by the great tsunami in the world was clearly shown to the public. After that, in the future large earthquakes such as the Tonankai earthquake, the possibility of the Great East Japan Earthquake or larger, and the accompanying tsunami will far exceed the tsunami associated with the Great East Japan Earthquake. It has been announced that it may be a tsunami. As a result of this influence, we have heard that future tsunami countermeasures will mainly be evacuated, and as an extreme countermeasure plan, there are plans for all residents to move up to high ground. However, it seems that no evacuation measures are being considered at this point in time, taking into account real life and economics.

津波の被害を被る地域は海岸近くが多く、少なからず海に関係した産業等で収入を得て生活の糧にしていると考えられ、高台移転は、生活基盤の収入を失いかねず、対策資金も莫大に必要とすることもあり、何時来るか解らないしどの程度の規模になるかも解らない津波の対策のために全住民高台転居することなどは、非現実的であると考えられる。   The areas affected by the tsunami are mostly near the coast, and it is considered that they are earning income from the industry related to the sea, etc. It is considered unrealistic to move to a high-altitude hill in order to deal with a tsunami that does not know when it will come or how big it will be.

しかしながら、新たな大津波対策は不可欠である。この様な事情から、莫大な津波対策資金必要とせず、現状の生活基盤を大きく変更することなく通常は従来に準じた生活しながら、大津波来襲時において、実効性のある人命被災の回避または低減が出来る方策の提案が望まれている。   However, new measures against large tsunami are indispensable. For this reason, there is no need for enormous tsunami countermeasure funding, and there is no significant change in the current living infrastructure, while normally living in the same way as in the past. Proposals for measures that can be reduced are desired.

ところで、本発明の表題に関係する類似の津波対策としての対応技術提案としては、特許文献1および特許文献2が検出された。しかし、特許文献1は、交番・消防署・救助ステーション・老人ホーム舎などの固定構築体の上部に、避難用の昇降階段が設けられた避難部を有する避難タワーを伴うものであり、本発明の技術的な同類先行文献としては該当しないものである。また、特許文献2は、来襲する可能性のある津波高さより高い位置に避難床面を有する多層階からなる構築物であり、各階をスロープで連結し、避難者が該スロープを利用して歩行上昇して避難床面に到達出来る様にした避難設備であり、前文献同様に、本発明の技術的な同類先行文献としては該当しないものである。   By the way, Patent Document 1 and Patent Document 2 were detected as corresponding technical proposals as countermeasures for similar tsunami related to the title of the present invention. However, Patent Document 1 is accompanied by an evacuation tower having an evacuation section provided with an ascending / descending staircase for evacuation on the upper part of a fixed structure such as a police box, a fire station, a rescue station, and a nursing home. It is not a technically related prior document. Patent Document 2 is a structure composed of a multi-story floor having an evacuation floor surface at a position higher than the tsunami height where there is a possibility of invasion. Each floor is connected by a slope, and the refugee walks up using the slope. Thus, the evacuation facility can reach the evacuation floor, and is not applicable as the technically similar prior document of the present invention, as in the previous document.

特開2006−177138号公報JP 2006-177138 A 特開2008−014016号公報JP 2008-014016 A

本発明が解決しようとする問題点は、何時来るか解らないしどの程度の規模になるかも解らない津波の対策のために全住民高台転居することなどは、非現実的であると考えるので、大津波が来襲すると推測される場所の津波対策として、莫大な津波対策資金必要とせず、現状の生活基盤を大きく変更することなく通常は従来に準じた生活をしながら、大津波来襲時において、避難該当者が徒歩避難によっても、実効性のある人命被災の回避または低減が出来る津波対策避難設備を提供することにある。   The problem to be solved by the present invention is that it is unrealistic to move all over the hills to counter tsunami that does not know when it will come and how big it will be. As a tsunami countermeasure at the place where the tsunami is supposed to hit, there is no need for huge tsunami countermeasure funds, and evacuates in the event of a large tsunami, usually living in the same way as before without greatly changing the current infrastructure It is to provide a tsunami countermeasure evacuation facility that can effectively prevent or reduce human life damage even if the person concerned evacuates on foot.

前述の課題を解決するため、本発明の津波対策避難設備は、例えば、徒歩約5〜10分程度の圏内に1ヶ所程度配設することを想定した避難設備であり、大津波にも破壊されない平坦基礎部を有し、且つ、該平坦基礎部の上部に、円筒状または角筒状の直立した想定津波高さより高い高さの柱部を四隅に有するとともに、其の四隅の柱部で囲われた内部側に、水の侵入を防止出来る浮体底部および扉を伴う壁部ならびに天井部で囲われた防水機能空間を有し避難用床部を有した人の避難空間部を有し水に対して船の如く浮く機能を有した浮体部を有し、該浮体部の外周に近接して浮体部への避難のための足場と階段または梯子が配設され、津波の水に対応して、該浮体部が四隅の柱部をガイドとして上下にスライドして浮くことが出来る様にするスライド機構部を有していることを最も主要な特徴とする。   In order to solve the above-mentioned problem, the tsunami countermeasure evacuation facility of the present invention is an evacuation facility that is assumed to be disposed at about one place within a range of about 5 to 10 minutes on foot, and is not destroyed by a large tsunami. It has a flat foundation, and at the top of the flat foundation, there are four pillars with a height higher than the assumed upright tsunami height in the shape of a cylinder or a square tube, and is surrounded by the pillars at the four corners. On the inner side, there is a floating bottom that can prevent water intrusion, a wall with a door, and a waterproof function space surrounded by a ceiling, and an evacuation space for people with an evacuation floor. In contrast, it has a floating part that has a function of floating like a ship, and a scaffold and a staircase or ladder for evacuation to the floating part are provided in the vicinity of the outer periphery of the floating part, corresponding to the water of the tsunami , So that the floating body can slide up and down with the pillars at the four corners as guides The most important feature that has a sliding mechanism that.

付加して、前記浮体部の屋上部の外周部に手摺を配設し、屋上避難も出来る様にするとともに、天井部に、屋上と内部への出入り可能なハッチが設けられていることを特徴とする。   In addition, a handrail is arranged on the outer peripheral part of the roof top of the floating body part so that the roof can be evacuated, and the roof part is provided with hatches that can enter and exit the roof. And

更に付加して、前記避難空間部の床下に災害対策用備蓄品が収納出来る空間部を有していることを特徴とする。   In addition, the present invention is characterized in that a space for storing disaster countermeasure stockpile is provided under the floor of the evacuation space.

更に付加して、前記浮体部の下方に津波の水を通過させ浮体部を効果的に浮き上がれる様にするための支持部材を配設したことを特徴とする。   In addition, a support member for allowing tsunami water to pass under the floating body portion and effectively floating the floating body portion is provided.

更に付加して、前記柱部の補強部材を利用して避難足場部を付設すると共に、該避難足場部にたどり着くための梯子を付設したことを特徴とする。   In addition, an evacuation scaffolding portion is attached using the reinforcing member of the pillar portion, and a ladder for reaching the evacuation scaffolding portion is attached.

本発明の津波対策避難設備によれば、大津波が来襲すると推測される場所の津波対策として、現状の生活基盤を大きく変更することなく、通常は従来に準じた生活しながら、莫大な津波対策資金必要とせず、大津波来襲時において、実効性のある人命被災の回避または低減が出来る様になる。
また、津波対策としてだけでなく、例えば、河川流域の低い地盤地帯の様な、豪雨時の異常増水による水害の可能性のある地域においては、豪雨水害対策避難設備としても活用出来る。
According to the tsunami countermeasure evacuation facility of the present invention, as a tsunami countermeasure in a place where a large tsunami is supposed to come, without changing the current living infrastructure, usually living in accordance with the conventional tsunami countermeasures It is possible to avoid or reduce human lives effectively in the event of a major tsunami attack without the need for funds.
Moreover, it can be used not only as a countermeasure against tsunami but also as an evacuation facility against heavy rain and flood damage in areas where there is a possibility of flood damage due to abnormal water increase during heavy rain, such as a ground zone with a low river basin.

本発明の津波対策避難設備を説明する1実施例の説明図であり、(a)は該設備の浮体部関連部の平断面図、(b)は浮体部関連部の部分立面断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is explanatory drawing of 1 Example explaining the tsunami countermeasure evacuation equipment of this invention, (a) is a plane sectional view of the floating-body part relevant part of this equipment, (b) is a partial elevation sectional view of a floating-body part relevant part. is there. (c)は浮体部の平面図を示す設備の平断面図、(d)は浮体部関連部の部分立面図である。(C) is the plane sectional view of the equipment which shows the top view of a floating body part, (d) is a partial elevation view of a floating body part related part. (e)は通常時の設備を示す立面図、(f)は大津波が来襲した時の状況を想定した立面図である。(E) is an elevation view showing the facility at the normal time, and (f) is an elevation view assuming a situation when a large tsunami hits. (g)は設備に追加部分を付加した1実施例の立面図、(h)は設備の上部の平断面図、(i)は設備に追加部分を付加した1実施例の平断面図である。(G) is an elevation view of one embodiment with an additional part added to the equipment, (h) is a plan sectional view of the upper part of the equipment, and (i) is a plan sectional view of one example with an additional part added to the equipment. is there. (j)は図1(a)の浮体部への避難階段を削除した平断面図、(k)は図1(b)の浮体部への避難階段を削除した部分立面断面図である。(J) is a plan sectional view in which the escape stairway to the floating body part in FIG. 1 (a) is deleted, and (k) is a partial elevation sectional view in which the escape staircase to the floating body part in FIG. 1 (b) is deleted.

本発明の津波対策避難設備の実施の形態例について図を参照して説明する。
本発明の津波対策避難設備は、図1〜5に示す様に、大津波にも破壊されない平坦基礎部1を有し、且つ、平坦基礎部1の上部に、円筒状または角筒状の直立した想定津波高さより高い高さの柱部2を四隅に有するとともに、其の四隅の柱部2で囲われた内部側に、水の侵入を防止出来る浮体底部31aおよび扉31eを伴う壁部31bならびに天井部31cで囲われた防水機能空間を有し避難用床部31dを有した人の避難空間部32を有し水に対して船の如く浮く機能を有した浮体部3を有し、浮体部3の外周に近接して浮体部への避難のための足場4と階段41が配設され、津波の水に対応して、浮体部3が四隅の柱部2をガイドとして上下にスライドして浮くことが出来る様にするスライド機構部35を有している。
そして、四隅の柱部2は、補強部材6により連結され、強度、剛性等が補強されている。
そして、大津波の来襲時には、図3(f)に示す様に、津波に応じて、浮体部3が浮くことが出来る。
An embodiment of the tsunami countermeasure evacuation facility of the present invention will be described with reference to the drawings.
As shown in FIGS. 1 to 5, the tsunami countermeasure evacuation facility of the present invention has a flat base portion 1 that is not destroyed by a large tsunami, and has a cylindrical or rectangular tube upright on the flat base portion 1. The wall part 31b with the floating body bottom part 31a and the door 31e capable of preventing water intrusion on the inner side surrounded by the pillar part 2 at the four corners, with the pillar part 2 having a height higher than the assumed tsunami height. And a floating body portion 3 having a waterproof function space surrounded by the ceiling portion 31c and having an evacuation space portion 32 of a person having an evacuation floor portion 31d and having a function of floating like a ship against water, A scaffold 4 and a staircase 41 for evacuating to the floating body part are arranged in the vicinity of the outer periphery of the floating body part 3, and the floating body part 3 slides up and down using the pillars 2 at the four corners as guides in response to tsunami water. It has a slide mechanism part 35 that allows it to float.
And the pillar part 2 of four corners is connected with the reinforcement member 6, and intensity | strength, rigidity, etc. are reinforced.
When a large tsunami strikes, the floating body 3 can float according to the tsunami as shown in FIG.

そして、浮体部3の屋上部の外周部に手摺34を配設し、屋上避難も出来る様にすると共に、天井部31cに、屋上と内部への出入り可能なハッチ31fが設けられている。   And the handrail 34 is arrange | positioned in the outer peripheral part of the rooftop part of the floating-body part 3, and it can carry out roof evacuation, and the ceiling 31c is provided with the hatch 31f which can go in and out of a rooftop and an inside.

そして、避難空間部32の床下には、災害対策用備蓄品が収納出来る空間部33を有している。   And under the floor of the evacuation space part 32, it has the space part 33 which can store the stockpile for disaster countermeasures.

そして、浮体部3の下部に津波の水を通過させ浮体部3を効果的に浮き上がれる様にするために空間を確保するための支持部材5を配設している。   And the supporting member 5 for ensuring space is arrange | positioned so that the water of a tsunami may be passed through the lower part of the floating body part 3, and the floating body part 3 can be lifted effectively.

そして、柱部2の補強部材6を利用して避難足場部7を付設すると共に、避難足場部7にたどり着くための梯子8を付設している。また、避難足場部7での移動・待機時の安全を維持するために、補強部材6の下部に命綱用ハンガーバー9を付設し、これに命綱を吊す様にする。避難者はその命綱を利用することにより安全を維持する。
そして、外部から避難空間部32に避難する場合は、基本としては、浮体部3への避難のための階段41を駆け上がり足場4より壁の扉部31eから避難空間部32に避難する。また、扉部31eから避難空間部32への避難が間に合わない場合は、外部から屋上に避難するための梯子31jを利用するか、柱部2に付設した避難足場部7にたどり着くための梯子8を利用して避難足場部7から浮体部3の屋上に避難する。
以下、本発明装置の主要な部位・部材等について特記すべきことを記載する。
An evacuation scaffold portion 7 is attached using the reinforcing member 6 of the pillar portion 2, and a ladder 8 for reaching the evacuation scaffold portion 7 is attached. Further, in order to maintain safety during movement / standby in the evacuation scaffolding portion 7, a lifeline hanger bar 9 is attached to the lower part of the reinforcing member 6, and the lifeline is hung on this. Evacuees maintain their safety by using their lifeline.
Then, when evacuating from the outside to the evacuation space 32, the stairs 41 for evacuation to the floating body 3 is basically run up from the scaffolding 4 to the evacuation space 32 from the door 31 e of the wall. Further, when the evacuation from the door 31e to the evacuation space 32 is not in time, the ladder 31j for evacuating from the outside to the rooftop is used, or the ladder 8 for arriving at the evacuation scaffolding 7 attached to the pillar 2 Is used to evacuate from the refuge scaffolding section 7 to the roof of the floating body section 3.
Hereinafter, what should be specially described for the main parts and members of the device of the present invention will be described.

平坦基礎部1は、鉄筋コンクリート造が好適である。一辺の大きさや厚み寸法等は、推測される津波高さと、浮体部3の要望規模等から適宜設定される。また、基礎杭101が適宜配設されることが好ましい。   The flat foundation 1 is preferably reinforced concrete. The size of one side, the thickness dimension, and the like are appropriately set based on the estimated tsunami height and the desired scale of the floating body 3. Moreover, it is preferable that the foundation pile 101 is arrange | positioned suitably.

柱部2は、基本的には、円筒状または角筒状の鋼管が好適であるが、限定はされない。そして、寸法および柱間隔等の仕様は、推測される津波の条件および要望される浮体部3の規模・条件等に連関して適宜設定される。また、補強部材6は、山形鋼もしくはみぞ型鋼が好適であるが、限定はされない。そして、柱部2と補強部材6との接合は接合部材を介して接合される。   Basically, the column part 2 is preferably a cylindrical or rectangular steel pipe, but is not limited thereto. Specifications such as dimensions and column spacing are appropriately set in relation to the estimated tsunami conditions and the desired size / conditions of the floating body 3. Further, the reinforcing member 6 is preferably angle steel or groove steel, but is not limited thereto. And the joining of the column part 2 and the reinforcement member 6 is joined via a joining member.

浮体部3は、規模・仕様等は、要望条件等から適宜設定されて良く、本発明の目的を達成出来るものであれば限定はされないが、一辺の寸法は、例えば、約3〜5m程度の寸法の範囲で設定されるのが好ましい。また、材質は、本発明の目的を達成出来る材質のものであれば限定されないが、例えば、鉄、ステンレス、アルミ又は其の合金、繊維補強強化プラスチック、等が好適であり、出来るだけ比重の軽い材質のものの方が好ましい。
浮体底部31aは、特に、漂流物の衝突等も勘案し、例えば、周囲を斜面形態や船底形態の様な、変形や損傷が少ない様な形態にすることや、用いる材質においても配慮することが好ましい。
壁の扉部31eは、少なくとも、外部状況が可視確認出来る透明部を有することが好ましく、防水機能を有する機構とし、開閉方式は、開き戸型でも引き戸型でも良く適宜判断して決めれば良い。
避難空間部32は、掴まり棒等を配設すると共に、床、壁、天井の内部側は軟質部材を貼り付けて、打ち身等の怪我を回避する対策を施すことが好ましい。
柱部2と嵌合してスライド可能とするスライド機構部35は、四隅の柱部2の内部側から浮体部3が飛び出さない様な機構・形態とし、例えば、ローラー機構や摩擦抵抗の小さい摺動部材を組み込んだ機構のものが考えられるが、本発明の目的を達成出来るスライド機構を有するものであれば限定されない。そして、津波の影響に対しての構成部部間の変動許容間隔が必要となるので、その対策として、弾性部材またはバネ材、等を組み入れることが好ましい。
The size and specifications of the floating body 3 may be appropriately set according to desired conditions and the like, and are not limited as long as the object of the present invention can be achieved, but the size of one side is, for example, about 3 to 5 m. It is preferably set within a range of dimensions. The material is not limited as long as it can achieve the object of the present invention. For example, iron, stainless steel, aluminum or an alloy thereof, fiber-reinforced reinforced plastic, and the like are preferable, and the specific gravity is as light as possible. The material is preferred.
In particular, the floating body bottom 31a also takes into account the collision of drifting objects. For example, it is possible to consider the surroundings in a form that is less likely to be deformed or damaged, such as a slope form or a ship bottom form, and the material used. preferable.
The door 31e of the wall preferably has at least a transparent part that allows visual confirmation of the external situation, and is a mechanism having a waterproof function. The opening / closing method may be a hinged door type or a sliding door type, and may be determined as appropriate.
The evacuation space 32 is preferably provided with a gripping bar and the like, and a soft member is attached to the inside of the floor, wall, and ceiling to take measures to avoid injury such as bruise.
The slide mechanism portion 35 that can be slid by fitting with the column portion 2 has a mechanism / form so that the floating body portion 3 does not protrude from the inside of the column portion 2 at the four corners. For example, the roller mechanism and the frictional resistance are small. Although the thing of the mechanism incorporating a sliding member is considered, if it has a slide mechanism which can achieve the object of the present invention, it will not be limited. And since the fluctuation | variation permissible space | interval between the structure parts with respect to the influence of a tsunami is needed, it is preferable to incorporate an elastic member or a spring material etc. as the countermeasure.

足場4と階段41は、該避難設備の設置場所の条件により、適宜配設されれば良いが、出来るだけ、浮体部3に4方向から避難出来る様に配設されるのが好ましい。そして、足場4の幅は、限定されないが、少なくとも、約50cm〜1m程度あることが好ましい。また、階段41は、踏み板の間は津波の流水が容易に通過出来る様な形態にするのが好ましい。   The scaffold 4 and the staircase 41 may be appropriately disposed depending on the conditions of the installation location of the evacuation equipment, but it is preferable that the scaffold 4 and the stairs 41 be evacuated to the floating body portion 3 from four directions as much as possible. The width of the scaffold 4 is not limited, but is preferably at least about 50 cm to 1 m. Moreover, it is preferable that the staircase 41 has a form that allows tsunami water to easily pass between the treads.

浮体部3の下方に空間を確保するための支持部材5は、津波の流水を浮体部3の下方に回り込ませ浮体部3の浮き上がりを効果的にするもので、円柱部材を効果的な配置に適宜配設する。また、浮体部3と支持部材5との接触部分には、ゴム材等の弾性部材を付設することが好ましい。そして、支持部材5の高さは、限定されないが、約30〜50cm程度が好適である。   The support member 5 for securing a space below the floating body portion 3 circulates tsunami running water below the floating body portion 3 to effectively lift the floating body portion 3. Arrange appropriately. Moreover, it is preferable to attach an elastic member such as a rubber material at a contact portion between the floating body portion 3 and the support member 5. And although the height of the supporting member 5 is not limited, about 30-50 cm is suitable.

柱部の補強部材を利用した避難足場部7は、補強部材6を利用して設置する。そして、避難足場部7の幅は、限定されないが、約50cm〜1m程度あることが好ましい。そして、最低限の手摺り的部材を付設することが好ましい。   The refuge scaffolding part 7 using the reinforcing member of the column part is installed using the reinforcing member 6. And although the width | variety of the refuge scaffold part 7 is not limited, It is preferable that it is about 50 cm-about 1 m. And it is preferable to attach a minimum handrail-like member.

避難足場部7にたどり着くための梯子8は、人力で上れる様な形態とし、避難足場部7の側部に配設し、直通で最上部まで上れる様な形態であることが好ましい。   The ladder 8 for arriving at the evacuation scaffold part 7 is preferably in a form that can be lifted by human power, arranged on the side part of the evacuation scaffold part 7, and in a form that can be directly reached to the top.

命綱用ハンガーバー9は、命綱を片隅に常時吊り下げておける様な形態で、命綱を使って避難足場部7を移動出来る様な形態とする。   The lifeline hanger bar 9 is configured such that the lifeline can be always suspended in one corner, and the escape scaffold 7 can be moved using the lifeline.

ところで、大津波には漂流物を伴う場合が多いので、該津波対策設備を設置する場合においては、大津波が来襲する可能性の高い方向に対して、浮体部3の壁面を正対させるのではなくて、一つの柱部2を先端部として斜交いに向く様に配設することが、漂流物対応策上においては有効であると思われる。また、大津波は何時来襲するか分からないので、浮体部3の屋上部や、避難足場部7、等に太陽光発電設備を付設したり、柱部2に防災放送スピーカーを付設したり、災害対策用備蓄品が収納出来る空間部33は、通常の、防災訓練のための備品や、災害対応の公共的バックアップ資料等の保管場所として有効活用されても良い。そして、浮体部3を、災害対応教育施設として有効活用されても良い。
By the way, since there are many cases where drifting objects accompany large tsunamis, when installing the tsunami countermeasure equipment, the wall surface of the floating body 3 is directly opposed to the direction in which the large tsunami is likely to strike. Instead, it seems that it is effective in terms of countermeasures for drifting objects to be arranged so that one column part 2 is inclined as a tip part. In addition, since it is not known when the big tsunami will come, a solar power generation facility will be attached to the roof of the floating part 3, the refuge scaffolding part 7, etc., a disaster prevention broadcast speaker will be attached to the pillar part 2, etc. The space 33 that can store the stockpile for countermeasures may be effectively used as a storage place for normal equipment for disaster prevention training, public backup materials for disaster response, and the like. And the floating part 3 may be effectively utilized as a disaster response educational facility.

1 ;平坦基礎部
2 ;四隅の柱部
3 ;浮体部
31a;浮体底部
31b;壁部
31c;天井部
31d;避難用床部
31e;壁の扉部
31f;天井部のハッチ
31g;床部のハッチ
31h;底部補強部材
31i;屋上から避難空間部への出入り梯子
31j;外部から屋上に避難するための梯子
32 ;人の避難空間部
33 ;災害対策用備蓄品の収納用の空間部
34 ;屋上の手摺
35 ;柱部と嵌合してスライド可能とするスライド機構部
4 ;浮体部への避難のための足場
41 ;足場に上るための階段
5 ;浮体部の下部に空間を確保するための支持部材
6 ;柱部部の補強部材
7 ;柱部部の補強部材を利用した避難足場部
8 ;避難足場部にたどり着くための梯子
9 ;命綱用ハンガーバー
101 ;基礎杭
DESCRIPTION OF SYMBOLS 1; Flat base part 2; Four corner pillar part 3; Floating body part 31a; Floating body bottom part 31b; Wall part 31c; Ceiling part 31d; Evacuation floor part 31e; Wall door part 31f: Ceiling hatch part 31g; Hatch 31h; bottom reinforcing member 31i; entry / exit ladder from rooftop to evacuation space 31j; ladder for evacuation from outside to rooftop 32; human evacuation space 33; space 34 for storing disaster countermeasure stockpile; Roof railing 35; slide mechanism 4 that fits and slides with pillar 4; scaffold for evacuation to floating body 41; staircase 5 for climbing to scaffolding; to secure space under floating body Support member 6; Reinforcement member 7 of the column part; Evacuation scaffolding part 8 using the reinforcement member of the column part 8; Ladder 9 to reach the escape scaffolding part; Hanger bar 101 for lifeline

Claims (1)

大津波にも破壊されない平坦基礎部を有し、且つ、該平坦基礎部の上部に、円筒状または角筒状の直立した想定津波高さより高い高さの柱部を四隅に有するとともに、其の四隅の柱部で囲われた内部側に、水の侵入を防止出来る浮体底部および扉を伴う壁部ならびに天井部で囲われた防水機能空間を有し避難用床部を有した人の避難空間部を有し水に対して船の如く浮く機能を有した浮体部を有し、該浮体部の外周に近接して浮体部への避難のための足場と階段または梯子が配設され、津波の水に対応して、該浮体部が四隅の柱部をガイドとして上下にスライドして浮くことが出来る様にするスライド機構部を有していると共に、
前記浮体部の屋上部の外周部に手摺を配設し、屋上避難も出来る様にするとともに、天井部に、屋上と内部への出入り可能なハッチが設けられていて、
更に、前記避難空間部の床下に災害対策用備蓄品が収納出来る空間部を有していて、
更には、前記浮体部の下方に津波の水を通過させ浮体部を効果的に浮き上がれる様にするための支持部材を配設していると共に、
前記柱部の補強部材を利用して避難足場部を付設すると共に、該避難足場部にたどり着くための梯子を付設したことを特徴とする津波対策避難設備。
It has a flat foundation that is not destroyed by a large tsunami, and has pillars at the four corners that are higher than the assumed upright tsunami height of a cylindrical or rectangular tube at the top of the flat foundation. A person's evacuation space that has a waterproof functional space surrounded by a floating body bottom and a wall with a door that can prevent water intrusion and a ceiling on the inner side surrounded by pillars at the four corners, and an evacuation floor. A floating part that has a function of floating like a ship against water, and a stairs and ladder for evacuation to the floating part are provided in the vicinity of the outer periphery of the floating part. Corresponding to the water, the floating body portion has a slide mechanism portion that allows the floating portion to slide up and down with the pillars at the four corners as guides,
A handrail is arranged on the outer peripheral part of the roof top of the floating body part so that the roof can be evacuated, and the ceiling part is provided with a hatch capable of going in and out of the roof,
Furthermore, it has a space part that can store disaster countermeasure stockpile under the floor of the evacuation space part,
Furthermore, a support member for allowing the tsunami water to pass under the floating body portion and effectively floating the floating body portion is disposed,
A tsunami countermeasure evacuation facility characterized in that an evacuation scaffolding part is attached using a reinforcing member of the pillar part and a ladder for reaching the evacuation scaffolding part is attached.
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