JP2013147795A - Building for evacuation - Google Patents

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JP2013147795A
JP2013147795A JP2012007002A JP2012007002A JP2013147795A JP 2013147795 A JP2013147795 A JP 2013147795A JP 2012007002 A JP2012007002 A JP 2012007002A JP 2012007002 A JP2012007002 A JP 2012007002A JP 2013147795 A JP2013147795 A JP 2013147795A
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building
evacuation
pressure
outer peripheral
wall
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JP5850235B2 (en
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Akira Machi
章 町井
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

PROBLEM TO BE SOLVED: To securely ensure an emergency evacuation destination in the case of a tsunami or flood, to prevent a building body from being destroyed or flooded, and to secure functions of the building body after the disaster.SOLUTION: There is provided a building 1 for evacuation that includes an outer peripheral pressure wall 2 which extends over the entire peripheral circumference, is taller than a set maximum water level for tsunami or flood, and has pressure withstanding performance against water pressure and a shock of an effusion, and a building body 3 which is provided inside the outer peripheral pressure wall 2 and has lifeline functions, and is used as an evacuation base after a tsunami sweeps.

Description

本発明は、例えば津波や河川の氾濫などの洪水の発生時における避難用建物に関する。   The present invention relates to an evacuation building in the event of a flood such as a tsunami or river flooding.

従来、大規模な津波発生時の沿岸部における緊急避難先として、国などで想定されている最大津波高さよりも高い中高層ビルが指定されているケースが多い。このような建物としては、例えば津波の水圧によって押し流されることのない鉄筋コンクリート造の一般的なビルが対象となっている(例えば、特許文献1参照)。   Conventionally, there are many cases where middle- and high-rise buildings higher than the maximum tsunami height assumed by the country have been designated as emergency evacuation destinations in coastal areas when large-scale tsunamis occur. As such a building, for example, a general building of a reinforced concrete structure that is not swept away by the water pressure of a tsunami is an object (see, for example, Patent Document 1).

特開2009−221792号公報JP 2009-221792 A

上述した従来の津波発生時における避難用建物では、コンクリート構造の建物自体(躯体のみ)は津波によって流されずに残るため、この残った避難用建物を拠点として復興事業等の対応ができることが求められていた。
しかしながら、津波によって避難用建物自体も浸水や破壊により被災し、建物としての機能を喪失していた。つまり、被災した避難用建物の室内は浸水、流出により、建物を機能させるべく電気、ガス、水などの設備、および通信設備など所望の居住が不可能な状態の場合には、津波による被災後に建物までの電気、ガス、水などのライフラインが復旧しても、建物の機能自体が喪失しているので、上述したような避難用建物を拠点として復興活動を行うことが困難となっていた。
In the conventional evacuation building at the time of tsunami occurrence, the concrete structure itself (frame only) remains without being swept away by the tsunami. Therefore, it is required that the remaining evacuation building can be used as a base for reconstruction projects. It was done.
However, the evacuation building itself was damaged by flooding and destruction due to the tsunami, and the function as a building was lost. In other words, if the interior of a evacuated building that has been damaged is flooded or spilled and the desired residence is not possible, such as facilities such as electricity, gas, and water, and communication facilities to make the building function, Even if the lifeline such as electricity, gas, water, etc. to the building is restored, the function of the building itself is lost, making it difficult to carry out reconstruction activities based on the evacuation building as described above .

本発明は、上述する問題点に鑑みてなされたもので、津波あるいは洪水の発生時の緊急避難先を確実に確保できるとともに、建物本体の破壊や浸水を防止することができ、被災後における建物本体の機能を確保することができる避難用建物を提供することを目的とする。   The present invention has been made in view of the above-described problems, and can surely secure an emergency evacuation destination in the event of a tsunami or flood, and can prevent the building body from being destroyed or flooded. It aims at providing the building for evacuation which can ensure the function of a main body.

上記目的を達成するため、本発明に係る避難用建物では、津波あるいは洪水の発生時の避難拠点として使用するための避難用建物であって、周方向全周にわたって延在するとともに、津波あるいは洪水による設定最大水位より高く、且つ水圧や流出物による衝撃に耐え得る耐圧性能を備えた外周防圧壁と、外周防圧壁の内側に設けられ、ライフライン機能を備えた建物本体と、を備えていることを特徴としている。   In order to achieve the above object, the evacuation building according to the present invention is an evacuation building for use as an evacuation base at the time of occurrence of a tsunami or flood, and extends around the entire circumference in the tsunami or flood. The outer peripheral pressure-proof wall that is higher than the set maximum water level and has pressure resistance that can withstand the impact of water pressure and spilled material, and the building body that is provided inside the outer peripheral pressure-proof wall and has a lifeline function It is characterized by having.

本発明では、所定の耐圧性能を備えた外周防圧壁によって建物本体が全周にわたって囲まれており、津波あるいは洪水の発生時において外周防圧壁内への水の浸入を防止することができ、浸水、あるいは破壊といった建物本体の被害を抑えることができる。そのため、建物本体が津波あるいは洪水の発生時の緊急避難先として有効的であり、より確実な避難が可能となる。
また、津波等による被災後であっても被害を抑えた状態で建物本体が残ることから、建物本体のライフライン機能が維持される。そのため、周囲のライフラインの復旧に伴って建物本体の機能を回復することができ、被災後に残った建物本体を拠点として復興事業を行う等の対応が可能となる。
In the present invention, the building body is surrounded all around by the outer peripheral pressure-proof wall having a predetermined pressure-resistant performance, and it is possible to prevent water from entering the outer peripheral pressure-proof wall in the event of a tsunami or flood. Damage to the main body of the building, such as flooding or destruction, can be suppressed. Therefore, the building body is effective as an emergency evacuation destination in the event of a tsunami or flood, and more reliable evacuation is possible.
In addition, the lifeline function of the building main body is maintained because the building main body remains in a state where damage is suppressed even after a disaster caused by a tsunami or the like. Therefore, the function of the building main body can be restored along with the restoration of the surrounding lifeline, and it is possible to take measures such as performing a reconstruction project based on the building main body remaining after the disaster.

また、本発明に係る避難用建物では、建物本体の外壁は、全体にわたって水密に設けられた第1隔壁により構成されていることが好ましい。   Moreover, in the building for evacuation according to the present invention, it is preferable that the outer wall of the building body is constituted by a first partition wall that is watertight throughout.

本発明の避難用建物によれば、津波や洪水による水圧や流出物の衝撃に対する防壁構造として外周防圧壁と第1隔壁とからなる二重構造となるので、仮に外周防圧壁が破壊されてその内側に水が流れ込んでも、第1隔壁によって建物本体が防護され、建物内への浸水を防止することができる。そのため、建物本体の避難場所としての機能を保つことができるとともに、被災後においても建物本体の機能を維持したまま残しておくことができる。   According to the evacuation building of the present invention, the outer wall pressure barrier is temporarily destroyed because it has a double structure consisting of the outer wall pressure barrier and the first partition wall as a wall barrier structure against water pressure and spilled impact due to tsunami or flood. Even if water flows into the inner side of the lever, the building main body is protected by the first partition wall, and water can be prevented from entering the building. Therefore, the function of the building body as an evacuation site can be maintained, and the function of the building body can be maintained even after a disaster.

また、本発明に係る避難用建物では、建物本体と外周防圧壁との間の吹抜け空間内で水平方向に延在し、吹抜け空間を上下に区画する第2隔壁が設けられていることが好ましい。   Moreover, in the building for evacuation according to the present invention, a second partition wall that extends in the horizontal direction in the atrium space between the building main body and the outer peripheral pressure-proof wall and divides the atrium space vertically is provided. preferable.

この場合には、津波や洪水による水圧や流出物の衝撃に対する防壁構造として外周防圧壁の他に第2隔壁が設けられるので、仮に外周防圧壁が破壊されてその内側の吹抜け空間に水が流れ込んでも、第2隔壁よりも上側への水の流入が防止され、建物本体への被害を抑制することができる。そのため、建物本体の避難場所としての機能を保つことができるとともに、被災後においても建物本体の機能を維持したまま残しておくことができる。   In this case, since the second partition wall is provided in addition to the outer periphery barrier wall as a barrier structure against water pressure and spilled impact due to tsunami or flood, the outer periphery barrier wall is temporarily destroyed and water is blown into the blowout space inside it. Inflow of water can be prevented from flowing into the upper side of the second partition wall, and damage to the building body can be suppressed. Therefore, the function of the building body as an evacuation site can be maintained, and the function of the building body can be maintained even after a disaster.

また、本発明に係る避難用建物では、外周防圧壁と建物本体との間の吹抜け空間には、建物本体の上層階に延びる避難階段が設けられていることが好ましい。   Moreover, in the building for evacuation according to the present invention, it is preferable that an escape stairs extending to the upper floor of the building main body is provided in the atrium space between the outer peripheral pressure-proof wall and the building main body.

この場合、建物本体の外側に避難階段が設けられているので、津波あるいは洪水の発生時に吹抜け空間にある避難階段を使用して建物本体の上層階の避難スペースへ避難することができる。そのため、避難時に建物本体の外壁に出入口を開放させずにすみ、建物本体を防水状態としておくことが可能となるので、仮に外周防圧壁の内側に水が流入しても、建物本体内が浸水するのを防止することができる。   In this case, since the evacuation stairs are provided outside the building body, the evacuation stairs in the atrium space can be used to evacuate to the evacuation space on the upper floor of the building body when a tsunami or flood occurs. Therefore, it is not necessary to open the entrance to the outer wall of the building body at the time of evacuation, and it is possible to keep the building body in a waterproof state. Inundation can be prevented.

また、本発明に係る避難用建物では、外周防圧壁は、外周面が平面視で円弧状に形成されていることが好ましい。   In the evacuation building according to the present invention, it is preferable that the outer peripheral pressure-proof wall has an outer peripheral surface formed in an arc shape in plan view.

この場合には、外周防圧壁における津波などの水の抵抗を小さくすることができ、外周防圧壁が受ける負担を低減する効果を奏する。   In this case, it is possible to reduce the resistance of water such as a tsunami at the outer peripheral pressure-proof wall, and there is an effect of reducing the burden on the outer peripheral pressure-proof wall.

本発明の避難用建物によれば、津波あるいは洪水の発生時の緊急避難先を確実に確保できるとともに、単に被害を少なくした状態で建物を残すだけでなく、建物本体の破壊や浸水を防止することで建物本体のライフラインを維持することができ、被災後における建物本体の機能を確保し、復興活動の拠点とすることができる。   According to the evacuation building of the present invention, it is possible to reliably secure an emergency evacuation destination in the event of a tsunami or flood, and not only leave the building with reduced damage, but also prevent the building body from being destroyed or flooded. In this way, the lifeline of the building body can be maintained, the function of the building body after the disaster can be secured, and it can be used as a base for reconstruction activities.

本発明の実施の形態による避難用建物の配置状態を示す斜視図である。It is a perspective view which shows the arrangement | positioning state of the building for evacuation by embodiment of this invention. 避難用建物の構成を示す一部破断斜視図である。It is a partially broken perspective view which shows the structure of the building for evacuation. 避難用建物の平面図であって、屋上避難部を省略した図である。It is a top view of an evacuation building, Comprising: It is the figure which abbreviate | omitted the roof evacuation part. 避難用建物の外周防圧壁の構成を示す一部破断斜視図である。It is a partially broken perspective view which shows the structure of the outer periphery pressure-proof wall of an evacuation building. 建物本体の構成を示す斜視図である。It is a perspective view which shows the structure of a building main body. 避難階段と屋上避難部の構成を示す斜視図である。It is a perspective view which shows the structure of an escape stairs and a rooftop escape part. 避難用建物の側面図であって、図3に示すA−A線断面図である。It is a side view of an evacuation building, and is a cross-sectional view taken along line AA shown in FIG. 避難用建物の側面図であって、図3に示すB−B線断面図である。It is a side view of an evacuation building, and is a BB line sectional view shown in FIG.

以下、本発明の実施の形態による避難用建物について、図面に基づいて説明する。
図1に示すように、本実施の形態による避難用建物1は、沿岸部に配置されており、例えば巨大地震に伴う大規模津波の発生時に緊急避難先として使用される建物である。
Hereinafter, an evacuation building according to an embodiment of the present invention will be described with reference to the drawings.
As shown in FIG. 1, an evacuation building 1 according to the present embodiment is disposed in a coastal area, and is a building that is used as an emergency evacuation destination when a large-scale tsunami occurs due to a huge earthquake, for example.

図2に示すように、避難用建物1は、周方向全周にわたって延在するとともに、津波による設定最大水位より高く、且つ水圧や流出物による衝撃に耐え得る耐圧性能を備えた外周防圧壁2と、外周防圧壁2の内側に所定の間隔(吹抜け空間R)をもって設けられ、ライフライン機能を備えた建物本体3と、を備えている。   As shown in FIG. 2, the evacuation building 1 extends around the entire circumference in the circumferential direction, and has a pressure-resistant performance that is higher than the set maximum water level caused by the tsunami and that can withstand the impact of water pressure and spilled material. 2 and a building body 3 provided with a predetermined interval (blow-through space R) inside the outer peripheral pressure-proof wall 2 and having a lifeline function.

外周防圧壁2は、図2乃至図4に示すように、平面視で楕円形状(円弧状)の筒状体であり、地上に立設されており、想定される最大津波高さ(地上からの高さ)よりも高い高さ寸法H(図2参照)を有し、周方向の全面が壁面を構成している。例えば、想定最大津波高さが15mの場合には、外周防圧壁2の高さ寸法Hを20m以上などとして設定される。外周防圧壁2は、鉄筋コンクリート造(RC造)、あるいは鉄骨鉄筋コンクリート造(SRC造)により構成され、図3ではH形鋼材などからなる複数の柱材21を周方向に配列した構成となっている。   As shown in FIGS. 2 to 4, the outer peripheral pressure-proof wall 2 is a cylindrical body having an elliptical shape (arc shape) in plan view, is erected on the ground, and has an assumed maximum tsunami height (ground The height dimension H (see FIG. 2) is higher, and the entire surface in the circumferential direction constitutes the wall surface. For example, when the assumed maximum tsunami height is 15 m, the height dimension H of the outer peripheral pressure-proof wall 2 is set to 20 m or more. The outer peripheral pressure-proof wall 2 is constituted by reinforced concrete (RC) or steel reinforced concrete (SRC), and in FIG. 3, a plurality of column members 21 made of H-shaped steel are arranged in the circumferential direction. Yes.

ここで、外周防圧壁2の厚さ寸法は、想定される津波により受ける水圧と、津波によって流されてくる瓦礫などの流出物の衝撃とに耐え得る強度により決定される。そのため、厚さ寸法が上下方向で一定である必要はなく、下方に向かうに従い漸次厚くなるように構成されていてもよい。   Here, the thickness dimension of the outer periphery pressure-proof wall 2 is determined by the strength that can withstand the water pressure received by an assumed tsunami and the impact of effluent such as debris that is carried by the tsunami. Therefore, the thickness dimension does not need to be constant in the vertical direction, and may be configured to gradually increase in thickness as it goes downward.

外周防圧壁2は、周方向の一部分の範囲に上下方向に連続する採光部22を備え、さらにその採光部22の1階部分に内側に連絡可能な耐圧扉23が設けられている。なお、図2において、採光部22は二点鎖線で示している。
図2に示すように、採光部22は、外周防圧壁2の内側に外の光を導入するための補強ガラスブロック壁などの光を通す材料であり、他のコンクリート壁部24の部分と同様に津波による耐圧性能を有している。採光部22とコンクリート壁部24との接合部分は、十分な水密性が確保された状態で接合されている。また、耐圧扉23は、津波発生時に水密に閉じることが可能であり、通常時は開放した状態にすることができる。
The outer periphery pressure-proof wall 2 includes a daylighting portion 22 that is continuous in the vertical direction in a range of a part in the circumferential direction, and a pressure-resistant door 23 that can communicate with the inside on the first floor portion of the daylighting portion 22 is provided. In FIG. 2, the daylighting unit 22 is indicated by a two-dot chain line.
As shown in FIG. 2, the daylighting portion 22 is a material that transmits light such as a reinforced glass block wall for introducing outside light to the inside of the outer peripheral pressure-proof wall 2. Similarly, it has pressure resistance performance due to tsunami. The joining part of the lighting part 22 and the concrete wall part 24 is joined in a state in which sufficient water tightness is ensured. Further, the pressure-resistant door 23 can be closed in a watertight manner when a tsunami occurs, and can be opened in a normal state.

建物本体3は、平面視で矩形状をなし、外周防圧壁2よりも高い複数階で設けられ、その屋上部分には屋上避難部31(図6参照)が設けられている(図5参照)。建物本体3の外壁32(第1隔壁)は、全体にわたって水密に設けられたRC造、SRC造からなり、外周防圧壁2と同様に耐圧性能が発揮される厚さ寸法と強度を有している。   The building body 3 has a rectangular shape in plan view and is provided on a plurality of floors higher than the outer pressure-proof wall 2, and a roof evacuation portion 31 (see FIG. 6) is provided on the roof portion (see FIG. 5). ). The outer wall 32 (first partition wall) of the building body 3 is made of RC or SRC that is watertight over the entire body, and has a thickness dimension and strength that can exert pressure resistance performance like the outer peripheral pressure-proof wall 2. ing.

建物本体3の外側の吹抜け空間Rには、建物本体3の対向する2つの外壁32(外周防圧壁2の短軸方向に平行な2壁面)に沿って上下方向に延在し建物本体3の上層階に向けて延びる避難階段33(図6、図7参照)とエレベータ34が設けられている。避難階段33は、壁面毎に2箇所ずつ設けられ、エレベータ34は、一方の壁面のみに設けられている。そして、建物本体3のフロア毎に避難階段33に連絡可能な耐水扉35が設けられている。
また、外壁32には、適宜な箇所に採光窓(図示省略)が設けられ、吹抜け空間Rに外から取り入れられた光をさらに建物本体3の室内に導入される構成となっている。
In the blow-off space R outside the building body 3, the building body 3 extends in the vertical direction along two opposing outer walls 32 (two wall surfaces parallel to the short axis direction of the outer circumferential pressure-proof wall 2). An evacuation stairway 33 (see FIGS. 6 and 7) and an elevator 34 extending toward the upper floor are provided. Evacuation stairs 33 are provided at two places for each wall surface, and elevator 34 is provided only on one wall surface. A waterproof door 35 that can communicate with the escape stairs 33 is provided for each floor of the building body 3.
In addition, the outer wall 32 is provided with a lighting window (not shown) at an appropriate location, and the light taken from the outside into the atrium space R is further introduced into the room of the building body 3.

そして、図3に示すように、建物本体3は、四隅の角部3aが外周防圧壁2の内面に接合されている。そのため。吹抜け空間Rは、建物本体3における外周防圧壁2の長軸方向Xに平行な外壁32A側の第1吹抜け空間R1と、同じく短軸方向Yに平行な外壁32B側の第2吹抜け空間R2と、が形成されている。これら隣り合う吹抜け空間R1、R2同士は、建物本体3と外周防圧壁2との接合によって水密な状態で区画されている。
この吹抜け空間Rは、外周防圧壁2の上端開口2aから採光され、通風されるようになっている。
And as shown in FIG. 3, as for the building main body 3, the corner | angular part 3a of four corners is joined to the inner surface of the outer periphery pressure-proof wall 2. As shown in FIG. for that reason. The ventilating space R includes a first ventilating space R1 on the outer wall 32A side parallel to the major axis direction X of the outer peripheral pressure-proof wall 2 in the building body 3 and a second ventilating space R2 on the outer wall 32B side parallel to the minor axis direction Y. And are formed. These adjacent ventilating spaces R <b> 1 and R <b> 2 are partitioned in a watertight state by joining the building body 3 and the outer peripheral pressure-proof wall 2.
This blow-off space R is taken from the upper end opening 2a of the outer peripheral pressure-proof wall 2 and is ventilated.

図8に示すように、第1吹抜け空間R1は、設備が配置されず、上下方向に連通する空間となっており、外周防圧壁2の採光部22から建物本体3に直接採光することを可能としている。
また、第1吹抜け空間R1には、1階部分F1と2階部分F2との間の位置において、水平方向に延在し、吹抜け空間を上下に区画する水平隔壁4(第2隔壁、図3の斜線部分)が設けられている。つまり、第1吹抜け空間R1は、水平隔壁4によって上下の空間が水密な状態で分離され区画されている。水平隔壁4も外周防圧壁2や建物本体3の外壁32と同様に、想定される最大津波に応じた水圧に耐え得る耐圧性能を有している。
As shown in FIG. 8, the first atrium space R <b> 1 is a space in which no equipment is arranged and communicates in the vertical direction, and direct lighting from the daylighting portion 22 of the outer peripheral pressure-proof wall 2 to the building body 3. It is possible.
Further, in the first blow-off space R1, a horizontal partition wall 4 (second partition wall, FIG. 3) that extends in the horizontal direction at the position between the first floor portion F1 and the second floor portion F2 and divides the blow-off space vertically. (Hatched portion). That is, the first blow-off space R1 is divided and partitioned by the horizontal partition 4 in a state where the upper and lower spaces are watertight. The horizontal partition 4 also has pressure resistance that can withstand the water pressure according to the assumed maximum tsunami, like the outer peripheral pressure-proof wall 2 and the outer wall 32 of the building body 3.

第2吹抜け空間R2は、上述した避難階段33およびエレベータ34を収容する空間であり、避難階段33およびエレベータ34より図5に示す耐水扉35を介して各フロアの室内に出入することが可能である。   The second atrium space R2 is a space that accommodates the above-described evacuation stairs 33 and elevator 34, and can enter and exit from the floor stairs 33 and the elevator 34 through the waterproof doors 35 shown in FIG. is there.

外周防圧壁2の耐圧扉23は、第2吹抜け空間R2に通じるように設けられている。   The pressure-resistant door 23 of the outer peripheral pressure-proof wall 2 is provided so as to communicate with the second blow-off space R2.

次に、上述した構成の避難用建物1の作用について、図面に基づいて詳細に説明する。
図2および図3に示すように、本実施の形態の避難用建物1では、建物本体3が所定の耐圧性能を備えた外周防圧壁2によって全周にわたって囲まれており、津波の発生時において外周防圧壁2内への水の浸入を防止することができ、浸水、あるいは破壊といった建物本体3の被害を抑えることができる。そのため、建物本体3が津波の発生時の緊急避難先として有効的であり、より確実な避難が可能となる。
また、津波による被災後であっても被害を抑えた状態で建物本体3が残ることから、建物本体3のライフライン機能が維持される。そのため、周囲のライフラインの復旧に伴って建物本体3の機能を回復することができ、被災後に残った建物本体3を拠点として復興事業を行う等の対応が可能となる。
Next, the operation of the evacuation building 1 having the above-described configuration will be described in detail based on the drawings.
As shown in FIGS. 2 and 3, in the evacuation building 1 of the present embodiment, the building body 3 is surrounded by the outer peripheral pressure-proof wall 2 having a predetermined pressure resistance performance, and when a tsunami occurs In this case, it is possible to prevent water from entering the outer peripheral pressure-proof wall 2 and to suppress damage to the building main body 3 such as inundation or destruction. Therefore, the building body 3 is effective as an emergency evacuation destination when a tsunami occurs, and more reliable evacuation is possible.
In addition, since the building main body 3 remains in a state in which damage is suppressed even after the damage caused by the tsunami, the lifeline function of the building main body 3 is maintained. Therefore, the function of the building main body 3 can be recovered along with the restoration of the surrounding lifeline, and it is possible to take measures such as performing a reconstruction project based on the building main body 3 remaining after the disaster.

また、建物本体3の外壁32が全体にわたって水密に設けられているので、津波による水圧や流出物の衝撃に対する防壁構造として外周防圧壁2と外壁32とからなる二重構造となるので、仮に外周防圧壁2が破壊されてその内側に水が流れ込んでも、外壁32によって建物本体3が防護され、建物内への浸水を防止することができる。そのため、建物本体3の避難場所としての機能を保つことができるとともに、被災後においても建物本体3の機能を維持したまま残しておくことができる。   In addition, since the outer wall 32 of the building body 3 is provided in a watertight manner throughout, the double wall structure composed of the outer peripheral pressure-proof wall 2 and the outer wall 32 is used as a barrier structure against water pressure and spilled impact caused by the tsunami. Even if the outer peripheral pressure-proof wall 2 is broken and water flows into the inside thereof, the building body 3 is protected by the outer wall 32, and water intrusion into the building can be prevented. Therefore, the function of the building body 3 as an evacuation site can be maintained, and the function of the building body 3 can be maintained even after a disaster.

また、本避難用建物1では、津波による水圧や流出物の衝撃に対する防壁構造として外周防圧壁2の他に第1吹抜け空間R1を上下に区画する水平隔壁4が設けられるので、仮に外周防圧壁2が破壊されてその内側の吹抜け空間Rに水が流れ込んでも、水平隔壁4よりも上側への水の流入が防止され、建物本体3への被害を抑制することができる。そのため、建物本体3の避難場所としての機能を保つことができるとともに、被災後においても建物本体3の機能を維持したまま残しておくことができる。   In addition, in the evacuation building 1, a horizontal partition wall 4 that vertically divides the first blow-off space R <b> 1 is provided in addition to the outer peripheral pressure barrier wall 2 as a barrier structure against water pressure and spilled impact caused by a tsunami. Even if the pressure wall 2 is destroyed and water flows into the blow-through space R inside, the inflow of water to the upper side of the horizontal partition wall 4 is prevented, and damage to the building body 3 can be suppressed. Therefore, the function of the building body 3 as an evacuation site can be maintained, and the function of the building body 3 can be maintained even after a disaster.

また、建物本体3の外側の第2吹抜け空間R2に避難階段33が設けられているので、津波の発生時に第2吹抜け空間R2にある避難階段33を使用して建物本体3の上層階の屋上避難部31へ避難することができる。そのため、避難時に建物本体3の外壁32に出入口を開放させずにすみ、建物本体3を防水状態としておくことが可能となるので、仮に外周防圧壁2の内側に水が流入しても、建物本体3内が浸水するのを防止することができる。   Moreover, since the escape staircase 33 is provided in the second atrium space R2 outside the building body 3, the rooftop of the upper floor of the building body 3 using the escape staircase 33 in the second atrium space R2 when a tsunami occurs The evacuation unit 31 can be evacuated. Therefore, it is possible to keep the building body 3 in a waterproof state without opening the doorway to the outer wall 32 of the building body 3 at the time of evacuation, so even if water flows into the inner side of the outer peripheral pressure-proof wall 2, It is possible to prevent the inside of the building body 3 from being flooded.

また、外周防圧壁2の外周面が平面視で円弧状に形成されているので、外周防圧壁2における津波の水の抵抗を小さくすることができ、外周防圧壁2が受ける負担を低減することができる。   Moreover, since the outer peripheral surface of the outer peripheral pressure-proof wall 2 is formed in an arc shape in plan view, the resistance of tsunami water at the outer peripheral pressure-proof wall 2 can be reduced, and the burden received by the outer peripheral pressure-proof wall 2 is reduced. Can be reduced.

上述のように本実施の形態による避難用建物では、津波あるいは洪水の発生時の緊急避難先を確実に確保できるとともに、単に被害を少なくした状態で建物を残すだけでなく、建物本体3の破壊や浸水を防止することで建物本体3のライフラインを維持することができ、被災後における建物本体3の機能を確保し、復興活動の拠点とすることができる。   As described above, the evacuation building according to the present embodiment can ensure an emergency evacuation destination in the event of a tsunami or flood, and not only leave the building with reduced damage but also the destruction of the building body 3 By preventing flooding, the lifeline of the building body 3 can be maintained, and the function of the building body 3 after the disaster can be secured and used as a base for reconstruction activities.

以上、本発明による避難用建物の実施の形態について説明したが、本発明は上記の実施の形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、本発明の避難用建物は、新設であることに制限されず、既設の建物に対しても適用可能である。例えば、既設の高層ビル(建物)の周囲に設定される最大水位高さおよび水圧に対応する外周防圧壁を構築することも可能である。
As mentioned above, although embodiment of the evacuation building by this invention was described, this invention is not limited to said embodiment, In the range which does not deviate from the meaning, it can change suitably.
For example, the evacuation building of the present invention is not limited to being newly established, and can also be applied to existing buildings. For example, it is possible to construct an outer peripheral pressure-proof wall corresponding to the maximum water level height and water pressure set around an existing high-rise building (building).

また、外周防圧壁2の形状は、平面視で楕円形状であることに限定されることはなく、例えば円形、矩形状、あるいは他の形状であってもかまわない。そして、建物本体の平面視形状についても、とくに制限されることはない。
さらに、外周防圧壁2、および建物本体3の高さに制限されることはない。要は、外周防圧壁2の高さが想定される最大水位(津波高さ)よりも大きく設定されていればよいのである。そのため、建物本体3を外周防圧壁2と同じ高さとすることも可能である。
Moreover, the shape of the outer periphery pressure-proof wall 2 is not limited to an elliptical shape in plan view, and may be, for example, a circular shape, a rectangular shape, or another shape. The shape of the building body in plan view is not particularly limited.
Furthermore, it is not limited to the height of the outer periphery pressure-proof wall 2 and the building body 3. In short, it is only necessary that the height of the outer peripheral pressure-proof wall 2 is set to be larger than the maximum water level (tsunami height) assumed. Therefore, it is possible to make the building body 3 the same height as the outer peripheral pressure barrier wall 2.

また、本実施の形態では第1隔壁(外壁32)を有する建物本体3と別体で屋上避難部31が設けられているが、この屋上避難部31を省略することも可能である。
また、外周防圧壁2と建物本体3との間の間隔、すなわち吹抜け空間Rの広さは適宜設定することが可能である。
In the present embodiment, the roof evacuation part 31 is provided separately from the building body 3 having the first partition wall (outer wall 32). However, the roof evacuation part 31 can be omitted.
Moreover, the space | interval between the outer periphery pressure-proof wall 2 and the building main body 3, ie, the width of the blow-off space R, can be set suitably.

さらに、本実施の形態では、外周防圧壁2の一部分に採光部22を設けているが、この採光部22の形状、大きさ、位置、部材等の構成は適宜設定することができ、また省略することも可能である。例えば、建物本体3の構造、例えば開口窓の位置に合わせて配置することができる。   Furthermore, in the present embodiment, the daylighting portion 22 is provided in a part of the outer peripheral pressure-proof wall 2, but the configuration of the shape, size, position, member, etc. of the daylighting portion 22 can be appropriately set. It can be omitted. For example, it can arrange | position according to the structure of the building main body 3, for example, the position of an opening window.

さらにまた、水平隔壁4を第1吹抜け空間R1に設けない構成としてもよいし、本実施の形態のように水平隔壁4の位置を1階部分F1と2階部分F2の間の位置ではなく、高さ方向で他の位置(例えば2階部分と3階部分の間など)としてもよい。さらに、水平隔壁4は、1段ではなく、上下方向に複数段設けるようにしてもよい。   Furthermore, it is good also as a structure which does not provide the horizontal partition 4 in 1st blow-off space R1, and the position of the horizontal partition 4 is not a position between the 1st floor part F1 and the 2nd floor part F2 like this Embodiment, Other positions in the height direction (for example, between the second floor portion and the third floor portion) may be used. Furthermore, the horizontal partition 4 may be provided in a plurality of stages in the vertical direction instead of one stage.

なお、本実施の形態では津波を避難用建物1の適用対象としているが、津波だけではなく、豪雨に伴う河川などの氾濫による洪水の場合に適用する避難用建物として採用してもよい。   In this embodiment, the tsunami is an application target of the evacuation building 1. However, the evacuation building 1 may be used not only for the tsunami but also for floods caused by flooding of rivers and the like due to heavy rain.

その他、本発明の趣旨を逸脱しない範囲で、上記した実施の形態における構成要素を周知の構成要素に置き換えることは適宜可能である。   In addition, it is possible to appropriately replace the components in the above-described embodiments with known components without departing from the spirit of the present invention.

1 避難用建物
2 外周防圧壁
3 建物本体
4 水平隔壁(第2隔壁)
22 採光部
23 耐圧扉
31 屋上避難部
32 外壁(第1隔壁)
33 避難階段
34 エレベータ
35 耐水扉
R、R1、R2 吹抜け空間
1 Evacuation building 2 Outer peripheral pressure barrier 3 Building body 4 Horizontal bulkhead (second bulkhead)
22 Daylighting part 23 Pressure-resistant door 31 Roof evacuation part 32 Outer wall (first partition)
33 Evacuation stairs 34 Elevator 35 Water resistant doors R, R1, R2

Claims (5)

津波あるいは洪水の発生時の避難拠点として使用するための避難用建物であって、
周方向全周にわたって延在するとともに、津波あるいは洪水による設定最大水位より高く、且つ水圧や流出物による衝撃に耐え得る耐圧性能を備えた外周防圧壁と、
該外周防圧壁の内側に設けられ、ライフライン機能を備えた建物本体と、
を備えていることを特徴とする避難用建物。
An evacuation building for use as an evacuation site in the event of a tsunami or flood,
An outer periphery pressure-proof wall that extends over the entire circumference in the circumferential direction, has a pressure resistance that is higher than the set maximum water level due to a tsunami or flood, and can withstand impacts caused by water pressure or spillage,
A building body provided inside the outer peripheral pressure-proof wall and having a lifeline function;
An evacuation building characterized by comprising:
前記建物本体の外壁は、全体にわたって水密に設けられた第1隔壁により構成されていることを特徴とする請求項1に記載の避難用建物。   2. The evacuation building according to claim 1, wherein an outer wall of the building main body is constituted by a first partition wall provided in a watertight manner throughout. 前記建物本体と前記外周防圧壁との間の吹抜け空間内で水平方向に延在し、該吹抜け空間を上下に区画する第2隔壁が設けられていることを特徴とする請求項1又は2に記載の避難用建物。   3. A second partition wall is provided that extends in a horizontal direction in a blow-off space between the building main body and the outer peripheral pressure-proof wall and divides the blow-off space vertically. The evacuation building described in 1. 前記外周防圧壁と前記建物本体との間の吹抜け空間には、前記建物本体の上層階に延びる避難階段が設けられていることを特徴とする請求項1乃至3のいずれか1項に記載の避難用建物。   The escape space between the outer peripheral pressure-proof wall and the building main body is provided with an escape staircase extending to an upper floor of the building main body. Evacuation building. 前記外周防圧壁は、外周面が平面視で円弧状に形成されていることを特徴とする請求項1乃至4のいずれか1項に記載の避難用建物。   The evacuation building according to any one of claims 1 to 4, wherein the outer peripheral pressure-proof wall has an outer peripheral surface formed in an arc shape in a plan view.
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JP5616508B1 (en) * 2013-09-26 2014-10-29 勝巳 川▲崎▼ Buildings that deal with natural disasters (tsunamis, tornadoes, etc.)
JP2015042830A (en) * 2013-08-26 2015-03-05 清水建設株式会社 Building for countermeasure against flood disaster
JP2015042831A (en) * 2013-08-26 2015-03-05 清水建設株式会社 Building for countermeasure against flood disaster
JP2015068168A (en) * 2014-09-11 2015-04-13 勝巳 川▲崎▼ Building coping with natural disaster (tsunami, tornado or the like)

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JP5616508B1 (en) * 2013-09-26 2014-10-29 勝巳 川▲崎▼ Buildings that deal with natural disasters (tsunamis, tornadoes, etc.)
JP2015068168A (en) * 2014-09-11 2015-04-13 勝巳 川▲崎▼ Building coping with natural disaster (tsunami, tornado or the like)

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