JP6466016B1 - Tsunami-resistant building - Google Patents

Tsunami-resistant building Download PDF

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JP6466016B1
JP6466016B1 JP2018149470A JP2018149470A JP6466016B1 JP 6466016 B1 JP6466016 B1 JP 6466016B1 JP 2018149470 A JP2018149470 A JP 2018149470A JP 2018149470 A JP2018149470 A JP 2018149470A JP 6466016 B1 JP6466016 B1 JP 6466016B1
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JP2020023847A (en
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正通 亀井
正通 亀井
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LAND BUSINESS CO.,LTD.
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Abstract

【課題】快適な居住性を備えた建物としての十分な機能と利便性を備えつつ、津波の発生時には津波に抵抗して建物の機能を最大限に維持しつつ、多数の周辺住民を受け入れ可能な大規模な避難施設としても利用可能な耐津波建築物を提供する。
【解決手段】RC造またはSRC造の建物1の1階部分にエントランス2を設け、各階に窓3を設ける。津波が到達する恐れがある地域に建設される建物であることから、最新の耐震基準を満たす建築物として設計する。その上で、建物1の用途や機能が制限されないように、エントランス2および窓3はあえて一般的な建物と同様に設置し、開口部に設けられたエントランス2および窓3には、津波の波圧や漂流物の衝突による衝撃力に耐え得るようにポリカーボネート樹脂など強度の高い透明部材を使用する。建物1の屋上にはヘリポート4を設け、地上の交通が遮断された場合の食料の補給や救助に利用できるようにする。
【選択図】図1
[PROBLEMS] To receive a large number of inhabitants in the vicinity of a tsunami while maintaining the functions of the building to the maximum while providing sufficient functions and convenience as a building with a comfortable living environment. A tsunami-resistant building that can be used as a large-scale evacuation facility.
An entrance is provided on the first floor of an RC or SRC building, and a window is provided on each floor. Because it is a building that is built in an area where a tsunami may reach, it is designed as a building that meets the latest earthquake resistance standards. In addition, the entrance 2 and the window 3 are installed in the same manner as a general building so that the use and function of the building 1 are not limited. The entrance 2 and the window 3 provided in the opening have a tsunami wave. Use high-strength transparent members such as polycarbonate resin to withstand the impact force caused by the impact of pressure and drifting objects. A heliport 4 is provided on the roof of the building 1 so that it can be used to replenish and rescue food when ground traffic is interrupted.
[Selection] Figure 1

Description

本発明は、津波の被害を受ける可能性がある地域に建設される耐津波建築物に関するものである。適用対象としては、ホテル、オフィスビル、集合住宅、学校建築物、病院建築物、その他公共建築物などが挙げられる。   The present invention relates to a tsunami-resistant building constructed in an area that may be damaged by a tsunami. Applicable objects include hotels, office buildings, apartment houses, school buildings, hospital buildings, and other public buildings.

2011年3月11日の東日本大震災では、津波による大きな被害が発生し、非常に多くの建築物が津波で押し流されたり、大破する被害を受けた。大破した建物では、津波そのものの力により被害を受けたもののほか、漂流物の衝突によって被害を受けたものがある。   The Great East Japan Earthquake on March 11, 2011 caused great damage from the tsunami, and so many buildings were swept away or severely damaged by the tsunami. Some damaged buildings were damaged by the power of the tsunami itself, and others were damaged by the impact of drifting objects.

そのような中で、木造家屋に比べ自重の大きいRC構造の建築物については、周辺が壊滅的な被害を受けている中で津波の力に耐えて原位置に残ったものもあり、注目を集めた。   Under such circumstances, there are some RC structures that have a greater weight than wooden houses, and some of them have survived the tsunami force in the surrounding areas, and have remained in place. collected.

そのような原位置にとどまることができた建築物についても、津波の影響をまともに受けた建築物では、1階部分あるいは3階部分程度まで、特に開口部から大きく損壊したものが多く(例えば、非特許文献1参照)、さらに人的被害も大きく、そのまま復旧できた建物は少ない。   Of the buildings that were able to stay in their original positions, many of the buildings that were detrimentally affected by the tsunami were greatly damaged from the opening, especially up to the first or third floor (for example, , See Non-Patent Document 1), and human damage is great, and there are few buildings that can be recovered as they are.

そのため、大規模な津波が発生した場合の対策に関する多数の特許出願がなされている。
従来、開発されているこのような津波対策の発明に関しては、大きく分けて以下のようなものがある。
Therefore, a large number of patent applications have been filed regarding countermeasures in the event of a large-scale tsunami.
Conventionally developed inventions for countermeasures against such tsunamis are roughly classified as follows.

(1) 避難用シェルターまたは避難用構造物
特許文献3には、耐震性および耐津波性を維持しつつ、避難場所の面積や高さを簡単に変更することができる避難用建築物として、基礎部と、基礎部上に設置され、梁間方向および桁行方向に間隔を存して配置した複数の独立構造体と、複数の独立構造体上に設置され、避難場所を構成する屋上部と、基礎部と屋上部とを連絡する複数の階段とを備え、各独立構造体は、プレキャストコンクリート製の複数のプレキャストボックスを、鉛直方向に積み上げて構成されるプレキャスト構造物が開示されている。
(1) Evacuation shelter or evacuation structure Patent Document 3 describes a foundation as an evacuation building that can easily change the area and height of an evacuation site while maintaining earthquake resistance and tsunami resistance. And a plurality of independent structures installed on the foundation and spaced apart in the beam-to-beam direction and the crossing direction, a rooftop installed on the plurality of independent structures and constituting an evacuation site, and a foundation There is disclosed a precast structure that includes a plurality of stairs that connect a section and a rooftop, and each independent structure is formed by stacking a plurality of precast concrete precast boxes in the vertical direction.

特許文献7には、地中に設置される基礎部と基礎部に固定される本体部とから構成されており、耐震性と水密性を備えた避難空間を有するシェルターであって、本体部の上部が平面視楕円状のドーム形状又はレモン型形状に形成されており、シェルター全体の半分以上が地中に埋設され、本体部の上部の地上に露出している箇所に出入口用ハッチが取り付けられている小型のシェルターが開示されている。   Patent Document 7 is composed of a base part installed in the ground and a main body part fixed to the base part, and is a shelter having an evacuation space having earthquake resistance and water tightness. The upper part is formed in an elliptical dome shape or lemon shape, and more than half of the whole shelter is buried in the ground, and an entrance hatch is attached to the part exposed on the ground above the main body. A small shelter is disclosed.

特許文献9には、既設建築物の建物に隣接して設置可能な防災用避難用の地下式避難用シェルターとして、筒型鉄板と天井板と、内部空間を有するシェルター本体と、天井板に設けられる鉄板製の蓋と、内部空間を第1室と第2室に仕切る仕切壁とを備え、仕切壁の上端部が天井板と接続され、第1室と第2室の下部が連通空間で連通されており、第1室が蓋に隣接して設けられ、第1室の内部空間を上下2層に仕切る床が設けられ、床を上下に昇降する可動床とした地下式避難用シェルターが開示されている。   In Patent Document 9, as an underground shelter for evacuation for disaster prevention that can be installed adjacent to a building of an existing building, a tubular iron plate, a ceiling plate, a shelter body having an internal space, and a ceiling plate are provided. And a partition wall that partitions the internal space into a first chamber and a second chamber, the upper end of the partition wall is connected to the ceiling plate, and the lower portions of the first chamber and the second chamber are communication spaces An underground evacuation shelter is provided in which a first chamber is provided adjacent to a lid, a floor that divides the internal space of the first chamber into two layers is provided, and a movable floor that moves the floor up and down is provided. It is disclosed.

(2) 建物内に避難スペースを設けるもの
特許文献8には、屋根裏部屋を津波シェルターにして、斜めのケーブルを張り、ケーブルで衝突荷重を低減したり、シェルターの浮上、流失を防ぐ構造が開示されている。
(2) Evacuation space in the building Patent Document 8 discloses a structure in which an attic is used as a tsunami shelter and an oblique cable is stretched to reduce the impact load with the cable and to prevent the shelter from rising and running out. Has been.

(3) フロートによる漂流型の避難対策
特許文献4には、商業施設や居住施設等として利用可能な建物本体と、建物本体の屋上に設置された浮体と、建物本体から浮体に至る連結部とを備える避難用構造物であって、浮体は水に浮遊する密度を有した平板からなり、連結部は浮体が浮遊した際に、浮体を建物本体に係留できるようにした避難用構造物が開示されている。
(3) Drifting type evacuation measures by floats Patent Document 4 includes a building body that can be used as a commercial facility or a residential facility, a floating body installed on the roof of the building body, and a connecting part from the building body to the floating body. An evacuation structure comprising a floating body made of a flat plate having a density that floats in water, and the connecting portion is capable of mooring the floating body to the building body when the floating body floats is disclosed. Has been.

特許文献6には、津波が襲来した際に海岸近辺の人々が避難するための津波用避難施設において、地上に設置した基礎部と、基礎部に着脱自在に設置したフロートと、基礎部とフロートを連結する連結索とからなり、フロートに海面が到達した場合には、フロートが浮力を受けて基礎部から離脱して海面に浮遊するようにした津波用避難施設が開示されている。
(4) 建物自体を津波に耐える構造とするもの
特許文献1には、建物の外壁に通常の出入口用開口および窓用開口とは別個の開口を設け、常時はその開口を閉塞しておき、津波が押し寄せたときに閉塞を解除し、津波の一部を意図的に建物の内部に流入させることで、外壁が受ける津波荷重の負荷を軽減し、建物の躯体骨組も外壁を介しての津波荷重の負荷が軽減されることで、建物の崩壊や倒壊を抑制する構造が開示されている。
In Patent Document 6, in a tsunami evacuation facility for evacuating people near the coast when a tsunami strikes, a foundation installed on the ground, a float installed detachably on the foundation, a foundation and a float A tsunami evacuation facility is disclosed in which, when the sea level reaches the float, the float receives buoyancy and leaves the foundation to float on the sea surface.
(4) The building itself has a structure that can withstand tsunami In Patent Document 1, a separate opening from the normal entrance and window openings is provided on the outer wall of the building, and the opening is normally closed. When the tsunami comes close, the blockage is released and a part of the tsunami is intentionally flowed into the building, reducing the load of the tsunami load on the outer wall, and the building skeleton is also tsunami via the outer wall. A structure that suppresses collapse or collapse of a building by reducing the load is disclosed.

特許文献2には、地下の下層階と地上の上層階とが一体に構成された鉄筋コンクリート製基礎重量構造の構造躯体として、津波の圧力によって生ずる建物の浮き上がりを防止し、耐圧水密構造の扉体ないし窓部を備えることによって、津波の圧力に耐えられる耐圧性と、外部からの海水等の流入を防止し、また外壁部の海側の面と内陸側の面を津波の衝撃を和らげる緩衝波形状とした防災対応住宅が開示されている。   In Patent Document 2, as a structural frame of a reinforced concrete foundation weight structure in which the lower floor of the basement and the upper floor of the ground are integrally constructed, the building is prevented from being lifted by the pressure of the tsunami, and the door body has a pressure and watertight structure. In addition, by providing a window part, it has a pressure resistance that can withstand the pressure of the tsunami, a buffer wave that prevents the inflow of seawater and the like from the outside, and reduces the impact of the tsunami on the sea side and inland side of the outer wall A disaster prevention house with a shape is disclosed.

特許文献5には、津波などの水害を受けた場合であっても持続的に使用可能な水害対策用建物として、周方向全周にわたって延在するとともに、水害に対して予め設定された最大水位よりも高く、か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一体に設けられ外周防圧壁の内部空間を中心部分の内側内部空間および外周防圧壁との間の外側内部空間に区画するコア隔壁と、外周防圧壁の内側内部空間内に設けられる複数階層の建物本体とを備え、建物本体の床スラブをコア隔壁及び外周防圧壁に剛接合して構築され、かつ、外周防圧壁には、外面から外側に突出し周方向の全周にわたって延在する波返し部が設けられるとともに、地表面から建物の複数階層にわたる高さで開口形成され、外部と建物の複数階層の内側内部空間を連通させる複数の開口部が設けられている水害対策用建物が開示されている。   Patent Document 5 discloses that a flood-proof building that can be used continuously even in the case of a flood caused by a tsunami, etc., extends over the entire circumference and has a preset maximum water level for flood damage. The outer peripheral pressure-proof wall that has higher pressure resistance and can withstand the impact of water pressure and spilled material, and the inner space inside the outer peripheral pressure-proof wall that is integrally provided inside the outer peripheral pressure-proof wall And a core partition that divides into an outer internal space between the outer wall and the outer pressure-proof wall, and a multi-level building body that is provided in the inner inner space of the outer pressure-proof wall, and the floor slab of the building body is separated from the core partition wall and the outer wall. Constructed by being rigidly joined to the circumferential pressure-proof wall, and the outer circumferential pressure-proof wall is provided with a wave-returning portion that protrudes outward from the outer surface and extends over the entire circumference, and extends from the ground surface to multiple levels of the building. An opening is formed at the height and with the outside Several buildings for flood countermeasures opening is provided for communicating the inside the internal space of a plurality of layers of objects is disclosed.

特許文献10には、津波が来ても押し流されず、居住者が避難場所から帰ってきたときに、津波が来る前と同じ生活に戻ることのできる構造物として、基礎部と基礎部に固接された居住部とを一体として備えた構造物であって、居住部は、居住部内外の連通に用いられる開閉可能な開口部を備えていると共に開口部から居住部内への水の浸入を防止する水密構造を備え、基礎部は水没状態の構造物に作用する浮力よりも、構造物に作用する重力が大きくなるような重量を有し、居住部の開口部は開口を開閉する扉体を備えており、開口部に備えられた水密構造は開口部の外側に配置された昇降体を備えており、昇降体は扉体を外側から覆う閉位置と扉体が外界に晒される開位置との間で昇降可能であり、閉位置の昇降体は昇降体と扉体との間の空間である隙間領域を外界に対して水密にするようにした構造物が開示されている。   In Patent Document 10, the foundation is fixed to the foundation as a structure that can be returned to the same life as before the tsunami when the resident was returned from the evacuation site without being swept away even if the tsunami came. The living part is provided with an openable and closable opening used for communication inside and outside the living part and prevents water from entering the living part from the opening. The foundation has a weight that increases the gravity acting on the structure rather than the buoyancy acting on the submerged structure, and the opening of the living part has a door body that opens and closes the opening. The watertight structure provided in the opening includes an elevating body disposed outside the opening, and the elevating body includes a closed position that covers the door body from the outside and an open position where the door body is exposed to the outside. The lift in the closed position is between the lift and the door. Structures such that the watertight discloses a gap region is a space with respect to the outside world.

この他、特許文献11には、建物の開口部全体が水につかるような大量の水が押し寄せた場合でも、自動的に開口部からの水の浸入を食い止める防水構造技術として、水よりも軽い比重を有する昇降板と、昇降板を収納する収納部と、収納部の上方で昇降板を昇降自在に案内する枠部と、枠部と前記昇降板との接触面をシールするシール部とを備えたシャッターであって、昇降板が収納部に流入した水の水位変動に応じて上下動するようにしたシャッターが開示されている。   In addition, Patent Document 11 describes a waterproof structure technology that automatically stops water from entering the opening even when a large amount of water that can flood the entire opening of the building is near the water. A lifting plate having a specific gravity, a storage portion that stores the lifting plate, a frame portion that guides the lifting plate up and down above the storage portion, and a seal portion that seals a contact surface between the frame portion and the lifting plate. There is disclosed a shutter equipped with a shutter in which an elevating plate moves up and down in response to a fluctuation in the water level of water that has flowed into a storage unit.

また、特許文献12にも、外部からの水の侵入を防ぐための水密性を備えた防水シャッターが開示されている。   Patent Document 12 also discloses a waterproof shutter having water tightness for preventing water from entering from the outside.

特許第5956801号公報Japanese Patent No. 5956801 特開2014−012966号公報JP 2014-012966 A 特許第6192286号公報Japanese Patent No. 6192286 特許第6116870号公報Japanese Patent No. 6116870 特許第6124073号公報Japanese Patent No. 6124073 特許第6254396号公報Japanese Patent No. 6254396 特許第6016869号公報Japanese Patent No. 6016869 特許第6268403号公報Japanese Patent No. 6268403 特許第6312939号公報Japanese Patent No. 6312939 特許第4838395号公報Japanese Patent No. 4838395 特許第4830054号公報Japanese Patent No. 4830054 特開2016−138372号公報JP 2006-138372 A

国土交通省国土技術政策総合研究所、独立行政法人建築研究所、平成23年(2011年)東北地方太平洋沖地震(東日本大震災)調査研究(速報)、平成23年5月、6-1−6-28頁Ministry of Land, Infrastructure, Transport and Tourism National Institute for Land and Infrastructure Policy, Institute for Building Research, 2011 (2011) Tohoku Region Pacific Ocean Earthquake (Earthquake Great East Japan Earthquake) Research (preliminary report), May 2011, 6-1-6 -Page 28

上述した(1)のタイプの避難用シェルターまたは避難用構造物は、基本的に津波が発生したときに使用するための施設であり、常時は有効利用が難しく、メンテナンス費用などを考慮すると経済性の面でも合理的とは言い難い。   The evacuation shelter or evacuation structure of the type (1) described above is basically a facility for use when a tsunami occurs, and it is difficult to use effectively at all times. It is hard to say that this is reasonable.

(2)のタイプの建物内に避難スペースを設けるものは、人命を守るという点では意味があるが、建物の被害を防ぐことはできず、また避難施設としてのキャパシティーは建物の居住者に限られてしまう。   Building an evacuation space in a building of type (2) is meaningful in terms of protecting human lives, but it cannot prevent damage to the building, and the capacity of an evacuation facility is limited to the residents of the building. It will be limited.

(3)のタイプのフロートによる漂流型の避難対策も、人命を守るという点で意味があるものの、それ以上の効果は期待できない。   Drifting type evacuation measures with the float of type (3) are meaningful in terms of protecting human lives, but no further effect can be expected.

(4)のタイプの建物自体を津波に耐える構造とするものは、基本的に津波が発生した後も建物がそのまま利用できるようにしたもので、本願発明もこのタイプに属する。   The building of the type (4) that has a structure that can withstand a tsunami basically allows the building to be used as it is even after the tsunami has occurred, and the present invention also belongs to this type.

このうち、特許文献5に開示されている水害対策用建物は、外周防圧壁、波返し部、津波による外圧を低減するための開口部などを備え、大きな津波にも抵抗できるようにしたある意味要塞のような構造物であるが、居住性や利便性、デザイン性などを考慮した場合、ホテルやリゾート集合住宅、オフィスビルその他一般の公共建築物への適用には適さない。   Among these, the flood damage prevention building disclosed in Patent Document 5 includes an outer peripheral pressure-proof wall, a wave return portion, an opening for reducing external pressure due to a tsunami, and the like, and can resist a large tsunami. Although it is a structure like a semantic fortress, it is not suitable for application to hotels, resort apartment buildings, office buildings, and other public buildings in consideration of habitability, convenience, and design.

また、特許文献2や特許文献10に開示されたものは、住宅について水密性、耐圧性を与え、浮力対策を施すなどして、津波がひいた後も使用できることを目的としたものであるが、避難施設としてのキャパシティーは建物の居住者に限られ、また個人用の住宅としてはコストが高く付き、メンテナンスの問題もある。   In addition, those disclosed in Patent Document 2 and Patent Document 10 are intended to be usable even after a tsunami has occurred, such as providing water tightness and pressure resistance for a house and taking measures against buoyancy. The capacity of an evacuation facility is limited to the occupants of the building, and the cost for a personal housing is high, and there is also a problem of maintenance.

本発明は、常時は快適な居住性を備えたホテル、オフィスビル、公共建築物などとしての十分な機能と利便性を備えつつ、地震による津波の発生時には津波に抵抗して建物の居住性を含めその機能を最大限に維持することができ、かつ多数の周辺住民を受け入れ可能な大規模な避難施設としても利用可能な耐津波建築物を提供することを目的としたものである。   The present invention provides sufficient functions and convenience as a hotel, office building, public building, etc. that are always comfortable to live in, and resists the tsunami in the event of an tsunami caused by an earthquake, making the building habitable. The purpose of this project is to provide a tsunami-resistant building that can maintain its functions as much as possible and can be used as a large-scale evacuation facility that can accept a large number of residents.

本発明の耐津波建築物は、津波が到達する恐れがある地域に建設されるRC造、SRC造またはS造の多層階の耐津波建築物であって、予想される津波の高さ以下の津波を直接受ける可能性がある低層階の建物本体の外壁にも複数のおよびドアを設置するための開口部を設け、少なくとも予想される津波の高さ以下の階の外壁については開口部内に設置される窓部材およびドア部材も含め予想される津波による外力に耐える強度の外壁および開口部とし、それより上部の外壁については開口部内に設置される複数の窓部材も含めより低い強度の外壁および開口部とすることを特徴とする。なお、本発明における「津波の高さ」は浸水深を言うものとする。 The tsunami-resistant building of the present invention is an RC structure , SRC structure or S-structure multi-story tsunami-resistant building constructed in an area where a tsunami may reach, and is less than the expected tsunami height. An opening for installing multiple windows and doors is also provided on the outer wall of the lower-floor building body that may be directly affected by the tsunami, and at least the outer wall of the floor below the expected tsunami height is in the opening. The outer wall and the opening are strong enough to withstand the expected external force caused by the tsunami, including the installed window members and door members, and the upper outer walls are lower in strength, including multiple window members installed in the openings. An outer wall and an opening are used. The “tsunami height” in the present invention refers to the depth of inundation.

適用対象としては、例えばホテル、オフィスビル、集合住宅、学校建築物、病院建築物、その他公共建築物などが挙げられる。基本的にはこれらの建物の用途に関し、外観的なデザイン、玄関や窓といった開口部の数、配置などの制約がないようにして、建物の通常の用途に関し制約を受けないようにする。   Applicable objects include, for example, hotels, office buildings, apartment houses, school buildings, hospital buildings, and other public buildings. Basically, there are no restrictions on the external design, the number of openings such as entrances and windows, and the arrangement of these buildings, so that they are not restricted by the normal use of the building.

ただし、津波が発生したときの津波進行方向からの津波荷重や引き波による荷重、漂流物の衝突荷重などを考慮して、抵抗の少ない例えば流線形状やカーブ形状を建物の外観デザインに取り入れた設計とすることはむしろ好ましい。   However, considering the tsunami load from the tsunami traveling direction when the tsunami occurred, the load due to the pulling wave, the collision load of drifting objects, etc., the streamline shape and the curve shape with low resistance were incorporated in the exterior design of the building It is rather preferable to have a design.

RC造、SRC造またはS造の多層階建物の場合、ある程度基礎がしっかりしていることで、津波時の浮力が問題となる恐れは少なく、新耐震基準を満たすあるいはそれ以上の十分な耐震設計を施した上で、予想される津波の高さ以下の階の外壁や玄関、窓など開口部について津波の荷重や漂流物などの衝突荷重に耐える構造とすることで、建物の健全性が維持されるようにすればよい。 In the case of RC , SRC or S multi-story buildings, the foundations are solid to a certain extent, so there is little risk of buoyancy during a tsunami, and sufficient seismic design that meets or exceeds the new seismic standards In addition, the soundness of the building is maintained by adopting a structure that can withstand tsunami loads and impact loads such as drifting on the exterior walls, entrances, windows, and other openings on floors below the expected tsunami height. What should I do?

外壁部分については高強度あるいは超高強度コンクリートを使用し、必要に応じて配筋量を増やしたり、断面内に鉄骨を組み込むなどすれば、十分な強度が確保でき、その分のコスト増があるとしても、損壊して建て直す費用や補修の費用に比べればわずかであり、かつ大規模の健全な避難施設を兼用できる点では非常に経済的であると考えられる。   If the outer wall is made of high-strength or ultra-high-strength concrete, increasing the amount of reinforcement if necessary, or incorporating a steel frame in the cross-section, sufficient strength can be secured, resulting in an increase in cost. However, it is considered to be very economical in that it is small compared to the cost of damage and rebuilding and the cost of repair, and it can also be used as a large-scale healthy evacuation facility.

ここで多層階は3階建て以上を想定しているが、上述したホテル、オフィスビル、集合住宅、学校建築物、病院建築物などを対象とし、かつ大規模な避難施設とすることを考慮した場合、5〜15階建て程度が望ましい。   Here, the multi-story floor is assumed to be 3 stories or more, but considering the above-mentioned hotels, office buildings, apartment houses, school buildings, hospital buildings, etc., and making it a large-scale evacuation facility In this case, about 5 to 15 stories are desirable.

本発明の基本的な考え方は、津波が到達する恐れがある地域に建設される通常の居住あるいは生活が可能な建築物について、予想される津波の高さ以下の低層階の外壁にも通常の生活に支障あるいは不便が生じないように、あえて窓またはドアを設置するための開口部を備えつつ、津波が発生した際に、建物外に避難するのではなく、開口部を含め建築物自体が津波に抵抗できる構造とすることで、建物外への避難を不要とし、緊急時には多数の周辺住民を受け入れ可能な避難施設として機能させることができるようにするというものである。   The basic idea of the present invention is that ordinary buildings built in areas where a tsunami may reach can be lived or lived on the outer walls of lower floors below the expected tsunami height. In order to prevent troubles or inconveniences in daily life, the building itself, including the opening, is not provided to evacuate outside of the building when a tsunami occurs while providing an opening to install windows or doors. By adopting a structure that can resist tsunami, evacuation outside the building is unnecessary, and in an emergency, it can function as an evacuation facility that can accept a large number of residents.

本発明の耐津波建築物は、発生確率の極めて低い大きな津波においても建物の健全性を可能な限り維持し、人的な被害を最小限に抑えることを目的としたものであることから、躯体および外壁の強度をレベル2地震動、すなわち過去、将来にわたって最強と考えられる地震動および予想される津波による外力に耐える強度で設計することが望ましい。   The tsunami-resistant building of the present invention is intended to maintain the soundness of buildings as much as possible even in a large tsunami with a very low probability of occurrence, and to minimize human damage. In addition, it is desirable to design the strength of the outer wall with a level 2 seismic motion, that is, a strength that can withstand the external force caused by the strongest ground motion and the expected tsunami in the past and future.

上述した非特許文献1に記載される東日本大震災の調査結果からも明らかなように、倒壊を免れた建物についても建物の開口部からの被害が大きい。津波の波圧に耐える開口部の構造としては、例えば開口部の窓部材としてポリカーボネート樹脂製の窓部材を用いることが考えられる。   As is clear from the survey results of the Great East Japan Earthquake described in Non-Patent Document 1 described above, the damage from the opening of the building is also great for the building that has avoided the collapse. As a structure of the opening that can withstand the tsunami wave pressure, for example, a window member made of polycarbonate resin may be used as the window member of the opening.

例えば、帝人化成株式会社製のポリカーボネート樹脂「パンライト」(パンライトは帝人株式会社の登録商標)は、ガラスの約200倍以上というプラスチック中最大の耐衝撃性を持ちながら、重さはガラスの約半分という軽さと高い透明性を持ち、新型新幹線車両「N700系」の窓に用いられている。   For example, the polycarbonate resin “Panlite” manufactured by Teijin Chemicals Limited (Panlite is a registered trademark of Teijin Limited) has the largest impact resistance of plastics about 200 times that of glass, but weighs the weight of glass. It has about half the lightness and high transparency, and is used in the windows of the new Shinkansen "N700 series".

あるいは窓部材として、高級車両に用いられているような強化ガラス間に樹脂膜を挟んだ合わせガラスを用いることもできる。   Or as a window member, the laminated glass which pinched | interposed the resin film between the tempered glass which is used for a high-class vehicle can also be used.

これら強度、耐衝撃性を備えた窓部材は、予想される津波の高さ以下の階に設置される窓部材に用い、それより上階については通常の強化ガラスなどを用いてもよいが、より安全性を高めるため、さらに上階の開口部まで強度、耐衝撃性の高い窓部材を用いてもよい。   These window members with strength and impact resistance are used for window members installed on the floor below the expected height of the tsunami, and normal tempered glass or the like may be used for the upper floor, In order to further improve safety, a window member having high strength and impact resistance may be used up to the opening on the upper floor.

また、このような窓部材が設置される開口部を円形または楕円形とすれば、窓部材の角部などでの応力集中を防ぐことができ、また開口部を区画する形で複数の補強桟を入れれば窓部材に生じる応力を緩和することができる。   In addition, if the opening in which such a window member is installed is circular or elliptical, stress concentration at the corners of the window member can be prevented, and a plurality of reinforcing bars can be formed so as to partition the opening. If stress is added, the stress generated in the window member can be relaxed.

開口部への窓部材の取り付けにサッシュを用いる場合、近年多用されているアルミサッシュの場合、大きな外力に対する強度が十分とは言えないため、本発明にサッシュを用いる場合は、鋼または鋼と同等以上の強度を有するサッシュを用いることが望ましい。   When using a sash for attaching a window member to an opening, in the case of an aluminum sash that has been frequently used in recent years, it cannot be said that the strength against a large external force is sufficient, so when using a sash in the present invention, it is equivalent to steel or steel It is desirable to use a sash having the above strength.

本発明においては、開口部を含め建築物自体が津波に抵抗できる構造とした上で、建物内部への浸水を極力防止し、非常時においても建物を快適に使用できることが望ましい。そのため、開口部についても防水性を高めることが望ましく、さらに予想される津波の高さ以下の階の開口部の室内側には防水シャッターを設けることで完全な防水を図ることも考えられる。   In the present invention, it is desirable that the building itself including the opening has a structure capable of resisting a tsunami, prevents water from entering the building as much as possible, and can be used comfortably even in an emergency. For this reason, it is desirable to improve the waterproofness of the opening, and it is conceivable that a waterproof shutter is provided on the indoor side of the opening of the floor below the expected tsunami height to achieve complete waterproofing.

本発明の耐津波建築物は、非常時には周辺住民の避難施設として利用することが可能であり、例えば屋上部にヘリポートまたは避難用スペースを設けてもよい。
屋上にヘリポートを設けることで、地上の交通が遮断された場合の食料の補給や救助に利用することができる。
The tsunami-resistant building of the present invention can be used as an evacuation facility for neighboring residents in an emergency. For example, a heliport or an evacuation space may be provided on the rooftop.
By providing a heliport on the roof, it can be used to replenish and rescue food when ground traffic is interrupted.

本発明の耐津波建築物は、津波が到達する恐れがある地域に建設される通常の居住あるいは生活が可能な建築物について、予想される津波の高さ以下の低層階の外壁にも通常の生活に支障あるいは不便が生じないように、あえて窓またはドアを設置するための開口部を備えつつ、津波が発生した際に、建物外に避難するのではなく、開口部を含め建築物自体が津波に抵抗できる構造とすることで、建物外への避難を不要とし、緊急時には多数の周辺住民を受け入れ可能な避難施設として機能させることができる。   The tsunami-resistant building of the present invention is a normal building that can be lived or lived in an area where a tsunami may reach. In order to prevent troubles or inconveniences in daily life, the building itself, including the opening, is not provided to evacuate outside of the building when a tsunami occurs while providing an opening to install windows or doors. By adopting a structure that can withstand tsunami, evacuation outside the building is unnecessary, and in the event of an emergency, it can function as an evacuation facility that can accept many neighboring residents.

すなわち、常時は通常の生活の場として使用される建物が、大地震や津波に対しても建物の健全性を維持することで、周辺住民の緊急の避難施設として利用することができる。避難施設として利用する場合、常時の収容人数の数倍から十数倍程度の人数の収容が可能であり、大規模な避難施設として利用することができる。   In other words, a building that is normally used as a place of normal life can be used as an emergency evacuation facility for residents in the vicinity by maintaining the soundness of the building against a major earthquake or tsunami. When it is used as an evacuation facility, it can accommodate several times to a dozen times the number of people who can be accommodated at all times, and can be used as a large-scale evacuation facility.

避難用シェルターのように、緊急時のみ使用されるものではなく、常時は通常の生活の場として使用される建築物であるため、本発明の耐津波建築物を緊急時の避難施設として利用すれば、別途、避難用シェルターを建設する場合に比べ、経済的である。   Like an evacuation shelter, it is a building that is not used only in an emergency but is always used as a normal place of life, so use the tsunami-resistant building of the present invention as an emergency evacuation facility. For example, it is more economical than the construction of a separate shelter for evacuation.

従来のRC造などの建物では、周辺が壊滅的な被害を受けた中で、構造的には建物として原位置にとどまることができたものがあるが、破壊された開口部から流入した津波により低層階が被害を受け、生活可能な建物としては復旧が困難であったり、復旧のために多大な費用がかかっている。   Some buildings, such as conventional RC structures, were able to stay in place as a building structurally while the surroundings were devastatingly damaged. However, due to the tsunami that flowed from the destroyed opening, The lower floors are damaged, making it difficult to recover as a viable building, and it is costly to recover.

これに対し、本発明の耐津波建築物の場合、開口部を含めて津波に耐え得る構造としているため、津波の際の建物内への水流の浸入を防止または抑制し、津波の被害を受けた後の復旧が必要ないかまたは容易となるため、経済的な損失を最小限にとどめることができる。   In contrast, the tsunami-resistant building of the present invention has a structure that can withstand the tsunami including the opening, so that the intrusion of water flow into the building during the tsunami is prevented or suppressed, and the tsunami is damaged. Since no subsequent recovery is necessary or easy, economic losses can be minimized.

津波の被害により、周辺の交通が遮断された場合でも、復旧活動の期間、快適な生活空間あるいは避難空間を維持することができる。また、屋上にヘリポートを設けておけば、食料の補給や救助に利用することができる。   Even if the surrounding traffic is blocked due to the tsunami, a comfortable living space or evacuation space can be maintained during the recovery activities. Moreover, if a heliport is provided on the roof, it can be used for food supply and rescue.

本発明の耐津波建築物の一実施形態を示したもので、(a)は平面図、(b)は立面図である。1 shows an embodiment of a tsunami-resistant building of the present invention, in which (a) is a plan view and (b) is an elevational view. 図1の実施形態における津波浸水深hと耐津波建築物に作用する津波波圧分布の関係を示す説明図である。It is explanatory drawing which shows the relationship between the tsunami inundation depth h in embodiment of FIG. 1, and the tsunami wave pressure distribution which acts on a tsunami-resistant building. 図1の耐津波建築物を海岸線近傍に建設した場合の津波方向との関係を示す平面図である。It is a top view which shows the relationship with the tsunami direction at the time of constructing the tsunami-resistant building of FIG. 1 in the coastline vicinity. 本発明の耐津波建築物の他の実施形態として、建物の2階部分に津波の水流の一部を通過させるための通水路を形成した場合の立面図である。As another embodiment of the tsunami-resistant building of this invention, it is an elevation view at the time of forming the water flow path for allowing a part of water flow of a tsunami to pass through to the 2nd floor part of a building. 耐津波建築物の平面形状のバリエーションを示す平面図である。It is a top view which shows the variation of the planar shape of a tsunami-resistant building. 本発明の耐津波建築物のさらに他の実施形態として、地盤の嵩上げにより建物における浸水深の到達階数を抑えるようにした場合の立面図である。As still another embodiment of the tsunami-resistant building of the present invention, it is an elevation view in the case where the reaching floor number of the inundation depth in the building is suppressed by raising the ground.

以下、本発明を添付した図面に基づいて説明する。
図1〜図3は、本発明の耐津波建築物の一実施形態を示したものである。
Hereinafter, the present invention will be described with reference to the accompanying drawings.
1 to 3 show an embodiment of the tsunami-resistant building of the present invention.

図1はホテルあるいは病院などの公共建築物として適用可能なRC造またはSRC造の7階建ての建物1を想定しており、一般的な建物と同様に1階部分にエントランス2を有し、1階から7階まで各階に窓3を設けている。窓3から採光でき、窓からの眺望を楽しむことができる。   FIG. 1 assumes an RC structure or SRC structure 7-story building 1 that can be applied as a public building such as a hotel or a hospital, and has an entrance 2 on the first floor part like a general building. Windows 3 are provided on each floor from the first floor to the seventh floor. It can be lit from the window 3 and you can enjoy the view from the window.

津波が到達する恐れがある地域に建設される建物であることから、最新の耐震基準を満たす建築物(より好ましくはレベル2地震動に耐え得る建物)として設計する。   Since the building is constructed in an area where a tsunami may reach, it is designed as a building that satisfies the latest earthquake resistance standards (more preferably, a building that can withstand Level 2 ground motion).

建物1の用途や機能が制限されないように、エントランス2および窓3を設けるための開口部はあえて一般的な建物と同様に設置し、津波に対しては、これらの開口部に設けられたエントランス2および窓3が津波の波圧や漂流物の衝突による衝撃力に耐え得る強度となるようにする。   In order to prevent the use and function of the building 1 from being restricted, the opening for providing the entrance 2 and the window 3 is intentionally installed in the same manner as a general building, and for tsunamis, the entrance provided in these openings is provided. 2 and the window 3 are set to have a strength capable of withstanding the tsunami wave pressure and the impact force caused by the collision of drifting objects.

建物1の屋上にはヘリポート4を設け、地上の交通が遮断された場合の食料の補給や救助に利用できるようにしている。ヘリポート4は災害時以外にも使用可能である。   A heliport 4 is provided on the roof of the building 1 so that it can be used for replenishing food and rescue when ground traffic is interrupted. The heliport 4 can be used at times other than disasters.

図2は津波浸水深hと耐津波建築物に作用する津波波圧分布の関係を示したもので、エントランス2や窓3の開口部が維持され、建物1内への津波の水流の浸入がない前提であるため、津波進行方向の津波波圧による波力は図に示すような台形の分布となる。内閣府のガイドラインでは設計に用いる津波波圧分布は設計用浸水深の3倍の高さに達する静水圧分布が採用されている。   Fig. 2 shows the relationship between the tsunami inundation depth h and the tsunami wave pressure distribution acting on the tsunami-resistant building. The opening of the entrance 2 and window 3 is maintained, and the tsunami water intrusion into the building 1 Because there is no premise, the wave force due to the tsunami wave pressure in the tsunami traveling direction has a trapezoidal distribution as shown in the figure. According to the guidelines of the Cabinet Office, the tsunami wave pressure distribution used for the design is a hydrostatic pressure distribution that reaches three times the design inundation depth.

また、引き波により建物1の津波進行方向と反対側の面に作用する津波荷重は進行方向の津波荷重と同程度とされ、直交方向に津波荷重は0.5倍以上とされている。   Moreover, the tsunami load which acts on the surface on the opposite side to the tsunami traveling direction of the building 1 by the pulling wave is set to the same level as the tsunami load in the traveling direction, and the tsunami load is set to 0.5 times or more in the orthogonal direction.

エントランス2のドアや窓3が津波荷重に耐えるようにするため、具体的には透明なドア部材や窓部材として、ポリカーボネート樹脂や高強度の強化ガラスなどを用い、これらを開口部に取り付けるためのサッシュなどにも鋼あるいは高張力鋼のサッシュなどを用い、かつ水密性が維持されるようにする。   In order for the door and window 3 of the entrance 2 to withstand the tsunami load, specifically, polycarbonate resin or high-strength tempered glass is used as a transparent door member or window member, and these are attached to the opening. Steel or high-strength steel sash is used for the sash, and the water tightness is maintained.

この場合、当然、一般的な建物に比べ、特に開口部のコストが大幅に増すことになるが、本発明の耐津波建築物は、開口部を含めて津波に耐え得る構造としているため、津波の際の建物1内への水流の浸入を防止または抑制し、津波の被害を受けた後の復旧が必要ないかまたは容易となるため、津波が発生した場合を想定すれば、より経済的な建物と考えることができる。   Naturally, in this case, the cost of the opening is significantly increased as compared with a general building. However, the tsunami-resistant building of the present invention has a structure that can withstand a tsunami including the opening. It is more economical to assume the case where a tsunami occurs because it prevents or suppresses the intrusion of water flow into the building 1 at the time of the disaster and does not require or facilitates recovery after being damaged by the tsunami. Think of it as a building.

特に、常時は通常の生活の場として使用される建物が、大地震や津波に対しても建物の健全性を維持することで、周辺住民の緊急の避難施設として利用することができ、避難施設として利用する場合、常時の収容人数の数倍から十数倍程度の人数の収容が可能であることから、大規模な避難施設として有用な構造物であり、別途、津波専用の避難施設を建設する場合に比べ経済的である。   In particular, a building that is normally used as a place of normal life can be used as an emergency evacuation facility for residents in the vicinity by maintaining the soundness of the building against a major earthquake or tsunami. It is a useful structure as a large-scale evacuation facility because it can accommodate several times to several tens of times the normal number of people, and a separate tsunami evacuation facility will be constructed. It is more economical than

図3は、図1の耐津波建築物を海岸線近傍に建設した場合の津波方向との関係を示したもので、この例では周辺の海底の地形や海岸線との関係で、津波が南東方向から来ることが予想され、それに対し建物1の南東の角が対向するため、津波の進行方向が建物1の正面となる場合(図の南から来る場合)に比べ、津波荷重の影響が低減される。   Fig. 3 shows the relationship with the tsunami direction when the tsunami-resistant building of Fig. 1 is constructed near the coastline. In this example, the tsunami is from the southeast direction due to the topography of the surrounding seabed and the coastline. Because the southeast corner of the building 1 is expected to face it, the effect of the tsunami load is reduced compared to the case where the traveling direction of the tsunami is the front of the building 1 (coming from the south in the figure) .

また、図3の例では建物1津波の進行方向手前の位置と建物1に引き波が作用する側に波力低減用の工作物5を設け、建物1に作用する津波荷重の低減を図っている。工作物5の材料や形態、幅、高さなどは、建物1の敷地の条件、予想される津波の高さ、海岸線6からの距離などに応じて、種々の設計が考えられる。   In the example of FIG. 3, a wave force reducing work 5 is provided at a position in front of the building 1 tsunami in the traveling direction and on the side where the pulling wave acts on the building 1 to reduce the tsunami load acting on the building 1. Yes. Various designs can be considered for the material, form, width, height, etc. of the workpiece 5 depending on the conditions of the site of the building 1, the expected tsunami height, the distance from the coastline 6, and the like.

工作物5自体に造形美を与えることも可能であり、また逆に周辺に植樹を行うなどして隠すこともできる。   It is also possible to give the beauty of the workpiece 5 itself, and conversely, it can be hidden by planting trees in the vicinity.

図4は本発明の耐津波建築物の他の実施形態として、建物1の2階部分に津波の水流の一部を通過させるための通水路7を形成した場合を示したものである。   FIG. 4 shows a case where a water passage 7 for passing a part of the water flow of the tsunami is formed on the second floor of the building 1 as another embodiment of the tsunami-resistant building of the present invention.

一般に建物で津波により開口部の窓が消失した場合、津波の波圧分布が開口部で小さくなることが、非特許文献1などでも説明されているが、図4のように建物の前面から後面かけて貫通する通水路7を設けておくことで、建物1に作用する津波荷重を低減させることができ、また建物1の外周面での水流の速度の増加を抑制することができる。   In general, non-patent document 1 explains that the tsunami wave pressure distribution is reduced in the opening when the window of the opening disappears due to the tsunami in the building. However, as shown in FIG. By providing the water passage 7 penetrating through the tsunami, the tsunami load acting on the building 1 can be reduced, and an increase in the speed of the water flow on the outer peripheral surface of the building 1 can be suppressed.

図5(a)〜(d)は耐津波建築物の平面形状のバリエーションを示したものである。図5(a)は建物1の平断面を円形としたものであり、図中矢印で示した津波の進行方向に対し、津波を平面で受ける場合に比べ抵抗を小さくすることができる。   FIGS. 5A to 5D show variations of the planar shape of the tsunami-resistant building. FIG. 5 (a) is a plan view of the building 1 having a circular cross section, and the resistance can be reduced with respect to the traveling direction of the tsunami indicated by the arrow in the figure as compared with the case where the tsunami is received on a plane.

図5(b)は建物1の平断面を菱形とし、波の進行方向に対し、津波を鋭角で受けることで抵抗を小さくすることができる。   In FIG. 5 (b), the flat cross section of the building 1 is diamond-shaped, and the resistance can be reduced by receiving a tsunami at an acute angle with respect to the traveling direction of the wave.

図5(c)は建物1の平断面を扇形とし、波の進行方向に対し、津波を曲面で受けることで抵抗を小さくすることができる。   In FIG. 5 (c), the flat cross section of the building 1 has a fan shape, and the resistance can be reduced by receiving a tsunami with a curved surface in the traveling direction of the waves.

図5(d)は建物1の平断面を扇形とし、さらに通水路7を設けることで、津波に対する抵抗を低減し、建物1が受ける津波荷重を低減するようにしたものである。   FIG. 5 (d) shows that the flat cross section of the building 1 has a fan shape, and further a water passage 7 is provided to reduce the resistance to the tsunami and reduce the tsunami load received by the building 1.

図6は本発明の耐津波建築物のさらに他の実施形態として、地盤の嵩上げにより建物における浸水深の到達階数を抑えるようにした場合を示したものである。   FIG. 6 shows, as still another embodiment of the tsunami-resistant building of the present invention, a case where the reaching floor number of the inundation depth in the building is suppressed by raising the ground.

嵩上げ地盤8の上に建物1を構築することで、図2では建物1の3階の天井高さ付近に位置する同じ浸水深hに対し、図6では浸水深hの高さが2階の天井高さ付近となり、建物1が受ける津波荷重が大幅に低減され、建物1自体の設計条件が軽減される。   By constructing the building 1 on the raised ground 8, in FIG. 2, the inundation depth h is the second floor in FIG. 6, whereas the same inundation depth h is located near the ceiling height of the third floor of the building 1. Near the ceiling height, the tsunami load received by the building 1 is greatly reduced, and the design conditions of the building 1 itself are reduced.

1…建物、2…エントランス、3…窓、4…ヘリポート、5…波力低減用工作物、6…海岸線、7…通水路、8…嵩上げ地盤
DESCRIPTION OF SYMBOLS 1 ... Building, 2 ... Entrance, 3 ... Window, 4 ... Heliport, 5 ... Wave power reduction work, 6 ... Coastline, 7 ... Waterway, 8 ... Raised ground

Claims (9)

津波が到達する恐れがある地域に建設されるRC造、SRC造またはS造の多層階の耐津波建築物であって、予想される津波の高さ以下の津波を直接受ける可能性がある低層階の建物本体の外壁にも複数のおよびドアを設置するための開口部を設け、少なくとも予想される津波の高さ以下の階の外壁については前記開口部内に設置される窓部材およびドア部材も含め予想される津波による外力に耐える強度の外壁および開口部とし、それより上部の外壁については開口部内に設置される複数の窓部材も含めより低い強度の外壁および開口部とすることを特徴とする耐津波建築物。 RC structure , SRC structure or S structure multi-story tsunami-resistant building constructed in an area where a tsunami may reach, and a low-rise building that may be directly subjected to a tsunami below the expected tsunami height an opening for installing a plurality of windows and doors in the outer wall of the floors of a building body, the window member and the door member in the height below the floor of the outer wall of the tsunami is least expected is installed in the opening Including outer walls and openings that are strong enough to withstand external forces due to tsunamis , and that have lower outer walls and openings that include multiple window members installed in the openings. A characteristic tsunami-resistant building. 請求項1記載の耐津波建築物において、躯体および外壁の強度をレベル2地震動および予想される津波による外力に耐える強度で設計してあることを特徴とする耐津波建築物。   2. The tsunami-resistant building according to claim 1, wherein the strength of the frame and the outer wall is designed to withstand the external force caused by the level 2 earthquake motion and the expected tsunami. 請求項1または2記載の耐津波建築物において、予想される津波の高さ以下の階に設置される前記窓部材としてポリカーボネート樹脂製の窓部材を用いることを特徴とする耐津波建築物。   The tsunami-resistant building according to claim 1 or 2, wherein a window member made of polycarbonate resin is used as the window member installed on a floor below the expected tsunami height. 請求項1または2記載の耐津波建築物において、予想される津波の高さ以下の階に設置される前記窓部材として強化ガラス間に樹脂膜を挟んだ合わせガラスを用いることを特徴とする耐津波建築物。   The tsunami-resistant building according to claim 1 or 2, wherein a laminated glass having a resin film sandwiched between tempered glasses is used as the window member installed on a floor below an expected tsunami height. Tsunami building. 請求項1〜4のいずれか一項に記載の耐津波建築物において、予想される津波の高さ以下の階の前記窓部材が設置される開口部を円形または楕円形とすることを特徴とする耐津波建築物。   In the tsunami-resistant building as described in any one of Claims 1-4, the opening part in which the said window member of the floor below the height of the anticipated tsunami is installed is made into circular or an ellipse, Tsunami-resistant building. 請求項1〜5のいずれか一項に記載の耐津波建築物において、予想される津波の高さ以下の階の前記窓部材が設置される開口部には開口部を区画する形で複数の補強桟が設けられていることを特徴とする耐津波建築物。   In the tsunami-resistant building as described in any one of Claims 1-5, it is several in the form which divides an opening part in the opening part in which the said window member of the floor below the expected tsunami height is installed. A tsunami-resistant building characterized by the provision of reinforcing bars. 請求項1〜6のいずれか一項に記載の耐津波建築物において、予想される津波の高さ以下の階の前記開口部に前記窓部材を取り付けるために鋼または鋼と同等以上の強度を有するサッシュを用いることを特徴とする耐津波建築物。   In the tsunami-resistant building as described in any one of Claims 1-6, in order to attach the said window member to the said opening part of the floor below the height of the expected tsunami, steel or the intensity | strength more than equivalent to steel is used. Tsunami-resistant building characterized by using sash that has. 請求項1〜7のいずれか一項に記載の耐津波建築物において、予想される津波の高さ以下の階の前記開口部の室内側には防水シャッターが設けられていることを特徴とする耐津波建築物。   The tsunami-resistant building according to any one of claims 1 to 7, wherein a waterproof shutter is provided on the indoor side of the opening of the floor below the expected tsunami height. Tsunami-resistant building. 請求項1〜8のいずれか一項に記載の耐津波建築物において、屋上部にヘリポートまたは避難用スペースが設けられていることを特徴とする耐津波構造物。
The tsunami-resistant structure according to any one of claims 1 to 8, wherein a heliport or an evacuation space is provided on the rooftop.
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012255293A (en) * 2011-06-08 2012-12-27 Yasunori Ito Structure
JP3183402U (en) * 2012-06-18 2013-05-16 オオノ開發株式会社 Evacuation facility combined type building
JP2013217171A (en) * 2012-04-06 2013-10-24 Fujiwara Sangyo Kk Evacuation device for emergency time of tsunami/flood or the like
JP2014012966A (en) * 2012-07-05 2014-01-23 Shizuo Kurisaka Disaster prevention residence
JP2014098290A (en) * 2012-11-15 2014-05-29 Nihon Derel Kk Tsunami, flood, and breaking and entering adaptive type disaster preventive shutter
JP2015068168A (en) * 2014-09-11 2015-04-13 勝巳 川▲崎▼ Building coping with natural disaster (tsunami, tornado or the like)
JP2015193373A (en) * 2014-03-27 2015-11-05 株式会社光レジン工業 Substantially box-type shelter with multiple hatches
JP6124073B2 (en) * 2013-08-26 2017-05-10 清水建設株式会社 Flood protection building

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012255293A (en) * 2011-06-08 2012-12-27 Yasunori Ito Structure
JP2013217171A (en) * 2012-04-06 2013-10-24 Fujiwara Sangyo Kk Evacuation device for emergency time of tsunami/flood or the like
JP3183402U (en) * 2012-06-18 2013-05-16 オオノ開發株式会社 Evacuation facility combined type building
JP2014012966A (en) * 2012-07-05 2014-01-23 Shizuo Kurisaka Disaster prevention residence
JP2014098290A (en) * 2012-11-15 2014-05-29 Nihon Derel Kk Tsunami, flood, and breaking and entering adaptive type disaster preventive shutter
JP6124073B2 (en) * 2013-08-26 2017-05-10 清水建設株式会社 Flood protection building
JP2015193373A (en) * 2014-03-27 2015-11-05 株式会社光レジン工業 Substantially box-type shelter with multiple hatches
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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