JP2012225032A - Tsunami countermeasure floating body building and constructing method - Google Patents

Tsunami countermeasure floating body building and constructing method Download PDF

Info

Publication number
JP2012225032A
JP2012225032A JP2011092652A JP2011092652A JP2012225032A JP 2012225032 A JP2012225032 A JP 2012225032A JP 2011092652 A JP2011092652 A JP 2011092652A JP 2011092652 A JP2011092652 A JP 2011092652A JP 2012225032 A JP2012225032 A JP 2012225032A
Authority
JP
Japan
Prior art keywords
floating body
anchor pole
floating
tsunami
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
JP2011092652A
Other languages
Japanese (ja)
Inventor
Takeshi Hayashi
武 林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2011092652A priority Critical patent/JP2012225032A/en
Publication of JP2012225032A publication Critical patent/JP2012225032A/en
Withdrawn legal-status Critical Current

Links

Images

Abstract

PROBLEM TO BE SOLVED: To provide a tsunami countermeasure floating body building which is not flooded even in the case of tsunamis or high tide water caused by a typhoon, and a constructing method thereof.SOLUTION: There is provided a floating body building 10 constructed by: employing constitution such that a base 4 is constructed in a seaside area where high tide water damage is apt to occur and a barge type platform type floating body 1 is merely placed thereupon; projecting an anchor pole 2 perpendicularly downward from a bottom part of the barge type platform type floating body 1; providing a connection member 3 into which the anchor pole 2 is inserted on a base surface; placing the floating body 1 on the base 4 while the anchor pole 2 is inserted into a pole hole; and making the floating body 1 float perpendicularly above in the case of high tide flooding without being washed away with running water through anchor operation by the anchor pole 2 and pole hole. A maintenance passage 6 into which a jack lift 8 is inserted is formed in the base 4, and the jack lift 8 is synchronously lifted in the maintenance passage 6 to perform a surface treatment on the bottom of the floating body 1.

Description

この発明は大地震による大津波や台風高潮又は集中豪雨による洪水等の水害から、人身人命及び貴重な財産を守護し、人が安全に居住する津波対応浮体建築物とその建造方法に関する。   The present invention relates to a tsunami-capable floating building that protects human lives and valuable assets from floods such as a large tsunami caused by a large earthquake, a typhoon storm surge, or a flood due to concentrated heavy rain, and a method for constructing the same.

平成16年12月26日マレーシア沖に発生した海底大地震により、インド洋沿岸諸国海岸地域に大津波による大水害が発生し、情報の伝達が遅れたこともあり過去未曾有の十数万人の死者が出た。
在来海岸地域に津波被害に対する避難設備は無く、小山や高層建築物の上階部に避難する以外に方法は無かった。
平成23年3月11日午後2時マグニチュード9に達する大地震と大津波が、三陸沿岸地帯に発生し近年日本国内で発生した津波に比較して比べものにならぬ極めて巨大な大災害が日本列島を直撃した。
如何に早く小山や高層建築物に逃避することが、被害を少なく食い止める方法ではある。
しかし小山や高層建築物が無い平野部の多い田園地帯や、又あっても時間距離が離れて速やかな避難の困難な臨海地帯は極めて多い。
津波発生の情報伝達通信手段の構築と共に、津波に遭遇した場合の避難する手段としての装置や設備の開発完備も極めて重要な課題である。
また年間数度も来襲する台風高潮や集中豪雨による河川氾濫による被害も、低地に居住する人達は高潮浸水や氾濫冠水により例年莫大な損害を蒙っている。
December 26, 2004 A major undersea earthquake off the coast of Malaysia caused a major flood in the coastal areas of coastal countries in the Indian Ocean, resulting in delayed transmission of information. The dead came out.
There were no evacuation facilities for tsunami damage in the traditional coastal areas, and there was no other way than evacuating to the upper floors of mounds and high-rise buildings.
A massive earthquake and tsunami that reached magnitude 9 on March 11, 2011 occurred in the Sanriku coastal area, and compared to tsunamis that occurred in Japan in recent years, there was an extremely large catastrophe that was not comparable. Hit directly.
The quickest way to escape to a small mountain or high-rise building is a way to stop damage.
However, there are many rural areas where there are many plains where there are no mountains and high-rise buildings, and there are many coastal areas where it is difficult to evacuate quickly because the time is far away.
Along with the construction of information transmission and communication means for tsunami generation, it is extremely important to develop equipment and facilities as a means to evacuate when encountering a tsunami.
In addition, the typhoon storm surge that hits several times a year and the damage caused by river flooding due to torrential rains, people living in the lowland have suffered enormous damage every year due to storm surge inundation and flooding.

我が国においては東日本大災害の次は、南海地震や東南海地震が発生する可能性が高いことから、鉄骨構造十数メートルのタワー型避難台の提案もなされている。
特開2004−339920 しかしながら老若男女多数の人たちが短時間の内に階段を使って、十数メートル高所の避難台に登ることが出来るかどうかの疑問もあり、又津波の高さがタワーの高さ十数メートル以内であるかどうかの保証も無いので未だ普及の段階には至っていない。
In Japan, after the Great East Japan Disaster, there is a high possibility of the occurrence of the Nankai Earthquake and Tonankai Earthquake, so a tower-type shelter with a steel structure of more than 10 meters has been proposed.
However, there is a question as to whether a large number of men and women of all ages can climb a refuge at a height of more than a dozen meters using stairs within a short time. Since there is no guarantee that the height is within a few dozen meters, it has not yet reached the stage of popularization.

本発明は避難に際して十数メートもの高所に登ることなく、平地に設備した避難建築物に入るだけで難を逃れることが出来る津波対応浮体建築物を提供することを課題とする。
また本発明の津波に対する建築物の使用頻度は極めてゼロに近く、津波避難建築物として使用することは極めて稀であるので、避難用以外に多目的に使用出来る浮体建築物を提供することを課題とする。
An object of the present invention is to provide a tsunami-capable floating building that can escape difficulty just by entering an evacuated building installed on a flat ground without climbing a height of dozens of meters during evacuation.
Further, the frequency of use of the building against the tsunami of the present invention is extremely close to zero, and it is extremely rare to use it as a tsunami evacuation building, so it is an object to provide a floating building that can be used for multiple purposes other than for evacuation. To do.

また本発明津波対策として使用する建築物は、十数メートル以上たとえば百メートル以上の如何なる高水位の津波にも、人命救助に対応出来る津波対応浮体建築物を提供することを課題とする。
また更に津波はおろかたびたび襲来する高潮水害や河川氾濫冠水にも、浸水冠水の危険がない一般建築物や居住用住宅を提供することを課題とする。
また更に本発明は、特に小高い丘や山の無い田園地帯で地域に3階以上の建築物が無く小高い丘陵地まで走るには車で数分以上かかる場所がある。
これらの地域は行政や地域の相談役が避難場所を指定決定するにも全く方法がなく困却しているのが現状であるが、本発明はこれらの地域に人命救助に対応出来る津波対応浮体建築物を提供することを課題とする。
Another object of the present invention is to provide a tsunami-supporting floating building that can support lifesaving in any high water level tsunami of more than a dozen meters or more, for example, a hundred meters or more.
Furthermore, it is an object of the present invention to provide general buildings and residential houses that are free from the risk of flooding inundation due to storm surges and river flooding floods that frequently hit tsunamis.
Furthermore, the present invention has a place where it takes several minutes or more by car to run to a small hill with no buildings of three or more floors in the countryside, especially in a countryside without hills and mountains.
In these areas, the current situation is that there is no way for the government and local counselors to specify and decide the evacuation site, but the present invention is a tsunami-ready floating structure that can support lifesaving in these areas. The issue is to provide goods.

津波や台風及び河川氾濫等の高潮水難に対し、建築物の浸水を防止する浮体構造の台船型建築物で浮体上に人が居住するように構成し、以下1ないし5の条件を具備したことを特徴とする津波対応浮体建築物。
1,垂直断面積が先端に向けて次第に小となる船体船首部を備えた浮体は、津波高潮の襲来する方向に向けてコンクリート基礎の上に置かれる。
2,浮体と一体的に装備され浮体底部から鉛直下方に突出するアンカーポールと、浮体の空中重量を支えアンカーポールが挿入される連結部材が穿孔された基礎よりなる。
3.基礎上面に台座(5)を形成し、その台座上へ浮体を載せ置くと共に連結部材にアンカーポールを連結する。
4,前記台座(5)に隣接してジャッキリフト(8)を挿入可能なメンテ通路(6)を複数本形成する。
5,浸水状態となった時浮体は浮上するが、アンカーポールと連結部材が接触固定され浮体の流水による流動を阻止するように構成した。
Constructed so that people can live on a floating body in a floating structure with a floating structure that prevents inundation of the building against storm surges such as tsunami, typhoon and river flooding, and the following conditions 1 to 5 were met A tsunami-ready floating building characterized by
1. A floating body with a hull bow whose vertical cross-sectional area gradually decreases toward the tip is placed on the concrete foundation in the direction of the tsunami storm surge.
2. An anchor pole that is integrally provided with the floating body and protrudes vertically downward from the bottom of the floating body, and a base in which a connecting member that supports the air weight of the floating body and into which the anchor pole is inserted is perforated.
3. A base (5) is formed on the upper surface of the foundation, a floating body is placed on the base, and an anchor pole is connected to the connecting member.
4. A plurality of maintenance passages (6) into which jack lifts (8) can be inserted are formed adjacent to the pedestal (5).
5. The floating body floats up when it is in a flooded state, but the anchor pole and the connecting member are fixed in contact with each other to prevent the floating body from flowing due to running water.

また次に上記津波対応浮体建築物において、メンテ通路(6)内に3台以上のジャッキリフト(8)を挿入し、そのジャッキリフトを同期して昇降させ浮体底部の表面処理作業することを特徴とする津波対応浮体建築物の建造方法である。
津波や台風及び河川氾濫等の水難に対し人身人命及び動産を守る避難用浮体の装備であって、水難情報により上記浮体上に避難者が乗船して避難する様に構成する。
また台風高潮や河川氾濫等で冠水する頻度の高い水難に対応し、浸水することがない安全な一般建築物や居住用住宅空間を提供する津波対応浮体建築物を提供する。
Next, in the tsunami-supporting floating building, three or more jack lifts (8) are inserted into the maintenance passage (6), and the jack lifts are moved up and down synchronously to perform surface treatment work on the bottom of the floating body. It is the construction method of the tsunami-adaptive floating building.
It is equipped with an evacuation floating body that protects human lives and movable property against floods such as tsunamis, typhoons, and river floods, and is constructed so that evacuees evacuate on the floating body based on the flood information.
In addition, in response to frequent flooding caused by typhoons and storm surges, river floods, etc., we will provide safe general buildings that do not flood and tsunami-ready floating buildings that provide residential housing spaces.

本発明は必要な建設場所にコンクリートにより強固な基礎を構築し、その上へ台船構造の浮体である建築物を単に載せ置いたものである。
その浮体には浮体の底部から突出するアンカーポールを設け、基礎にはそのアンカーポールが挿入される様に上部表面にアンカー穴を穿孔した連結部材(3)が設けてある。
連結部材はアンカーポール先端部が挿入される穴状の形状でなくても、アンカーポールがパイプ形状ならばそのパイプの中へ挿入される棒状のものでも良い。
津波や台風高潮又は集中豪雨による河川堤防氾濫等の高水位が発生し、水位が浮体の喫水線以上になれば浮体は浮上する方向に水面から浮力を受ける。
水面の上昇と共に浮体は浮上するが、浮体から下方に突出したアンカーポールと基礎の連結部材の側壁部が接触固定され、浮体は潮流に水平方向の力を受けるが流されることなく鉛直真上方向に浮上する。
In the present invention, a solid foundation is constructed with concrete at a necessary construction place, and a building which is a floating body of a trolley structure is simply placed thereon.
The floating body is provided with an anchor pole protruding from the bottom of the floating body, and the base is provided with a connecting member (3) having an anchor hole drilled in the upper surface so that the anchor pole is inserted.
The connecting member may not be a hole-like shape into which the tip end portion of the anchor pole is inserted, but may be a rod-like shape inserted into the pipe if the anchor pole is a pipe shape.
If a high water level such as a tsunami, typhoon storm surge, or flooding of a river bank due to torrential rain occurs and the water level becomes higher than the floating waterline, the floating body will receive buoyancy in the direction of rising.
The floating body rises as the water level rises, but the anchor pole protruding downward from the floating body and the side wall of the connecting member of the foundation are fixed in contact with each other. To surface.

津波は第一波が到来して水位が上昇し、次に急激な引き潮となり陸上部の破壊した器物等を海へ引き去り、また次に第二第三の高潮が到来することが多い。
高潮の高さがアンカーポールの長さ以内であれば、浮体は流されることなく水位と共に上下動するのみで、水位が下がればまた元の位置に浮体は安置される。
水位が更に上昇し浮体が浮上しアンカーポール下端部が連結部材から抜け出ると、アンカーポールと連結部材で構成されるアンカー装置がアンカー作用しなくなり、浮体は潮流や氾濫水に流される状態となる。
The tsunami often causes the first wave to rise, the water level to rise, then suddenly becomes a tidal current, and the destroyed parts of the land are removed to the sea, and then the second and third storm surges often arrive.
If the height of the storm surge is within the length of the anchor pole, the floating body will only move up and down with the water level without being swept away, and if the water level falls, the floating body will be placed in its original position again.
When the water level further rises and the floating body rises and the lower end portion of the anchor pole comes out of the connecting member, the anchor device composed of the anchor pole and the connecting member does not perform the anchoring action, and the floating body is in a state where it is washed away by tidal current or flood water.

浮体はアンカーポールを吊り下げた状態でフリーとなり、流れのままに翻弄されるが転覆沈没することはなく、浮体上の人命は救われる可能性が高い。
また次に本発明の津波対応浮体建築物は陸上建築物であり、造船所の様な大型設備を使えない市街地での現地工事で大型の浮体を建造しなければならない宿命がある。
そのため簡単に移動可能な小型設備で、巨大な浮体や建築物を建造する為に特別な施工手段の開発が必要であった。
本発明は移動可能な小型ジャッキリフトを基礎に設けたメンテ通路内に挿入し三台以上のジャッキリフトを同期して昇降させることにより浮体底部の外側からの表面処理をする建造方法を開発した。
The floating body becomes free when the anchor pole is suspended, and it is tossed while flowing, but it does not sink and sinks, and there is a high possibility that the life on the floating body will be saved.
Further, the tsunami-capable floating building of the present invention is a land building, and there is a fate that a large floating body must be built by local construction in an urban area where large facilities such as shipyards cannot be used.
For this reason, it was necessary to develop special construction means to build huge floating bodies and buildings with small equipment that can be easily moved.
The present invention has developed a construction method in which a surface treatment is performed from the outside of the bottom of a floating body by inserting three or more jack lifts in synchronism with a movable small jack lift provided in a maintenance passage.

最近提案されている前述の津波の避難装置は、高さ十数メートルの鉄骨構造のタワーで頂上部に十メートル四方程度の手摺り付きの避難台と昇降用階段を設けたものである。
津波情報を受けて速やかに100人以上の多数の人たちが、十数メートルもの階段を上ることは、非常に困難を伴うものであり相当な時間を要する。
本発明の津波対応浮体建築物は浮体が浮上するための条件即ちアルキメデスの定理により、水面上に浮上した船体は船体底部の喫水線以下の容積の水の重さに等しい浮力を受ける。
(陸上に建設する建築物であるが浸水時は水上に浮かぶ船舶となり、説明が理解しやすいように以下甲板等の船舶用語も使用する。)
The recently proposed tsunami evacuation device is a steel-structured tower with a height of several tens of meters, and is provided with an evacuation platform with handrails of about 10 meters square on the top and an elevating stairs.
It is extremely difficult and time-consuming for a large number of people, more than 100 people, to go up the stairs of a few dozen meters promptly after receiving tsunami information.
According to the tsunami-capable floating building of the present invention, the hull that floats on the surface of the water receives a buoyancy equal to the weight of the water below the waterline at the bottom of the hull, according to Archimedes's theorem.
(It is a building constructed on land, but when it is inundated, it becomes a ship that floats on the water, and vessel terms such as deck are also used below for easy understanding.)

津波対応浮体建築物に使用する台船型浮体は、構造上の特徴で甲板とほぼ等しい船底部面積があり、必要な浮力を得るために喫水が浅く極めて高さの低い平板状船体構造で充足する。
従って浮体上に避難する場合浮体の高さが極めて低く、浮体の前後側面にも昇降通路が配置可能で、階段昇降する場合に多数の人が並列して同時に乗り込むことが可能である。
更に本発明で基礎を側壁と底面を備える容器構造とし、容器状基礎を地面より下に埋設しその底面の高さを地面より下に下げたものは、その底面の上へ浮体を載せ置く構造となあり、浮体の甲板の高さが地面GLと同一及び自由に設定出来るので階段などで高所へ登る必要がない。
従って前述のタワー型避難台に比べて短時間の内に多数の人員の避難が可能である。
The pontoon type floating body used for tsunami-capable floating buildings has a structural bottom that is almost the same as the deck, and is filled with a flat hull structure with a shallow draft and extremely low height to obtain the required buoyancy. .
Therefore, the height of the floating body is extremely low when evacuating on the floating body, and an elevating passage can be arranged on the front and rear side surfaces of the floating body, and a large number of people can board at the same time when going up and down the stairs.
Further, in the present invention, the foundation is a container structure having a side wall and a bottom surface, and a structure in which a container-like foundation is buried below the ground and the height of the bottom surface is lowered below the ground places a floating body on the bottom surface. And the height of the floating deck can be set to the same level as the ground GL and can be set freely, so there is no need to climb to a high place by stairs.
Therefore, a large number of personnel can be evacuated in a short time compared to the tower-type refuge described above.

更にこの避難用浮体の使用頻度は数十年ないし数百年に一度あるかないかの程度であり、このためには津波や台風高潮の避難のためだけでなく、常時は避難以外の用途に使用出来る多目的設備であることが望ましく土地と設備の有効利用が計られる。
即ち本台船浮体を設置して一定面積の土地を占用しても、台船型浮体は地面より下に入り台船浮体の入る容器型基礎の平面積だけ専用することになる。
また甲板上から船体内部船穀内への通路を設け、地下室として甲板下の容積を有効利用することも出来る。
その台船型浮体の上へ殆どの建築物例えば、集会場・ホテル・レストラン・幼稚園・学校・居住用住宅等まで建築装備可能で安全極まりない住居も提供出来る。
Furthermore, the frequency of use of this evacuation floating body is only once every several decades or hundreds of years. For this purpose, not only for evacuation of tsunamis and typhoons, but also for non-evacuation at all times. It is desirable to be a multipurpose facility that can make effective use of land and facilities.
In other words, even if the pontoon floating body is installed and occupies a certain area of land, the pontoon floating body will be dedicated to the plane area of the container-type foundation that enters below the ground and into which the pontoon floating body enters.
In addition, a passage from the deck to the inside of the hull can be provided to effectively use the volume below the deck as a basement.
It is possible to provide housing that can be equipped with most of the buildings, such as meeting halls, hotels, restaurants, kindergartens, schools, residential houses, etc.

津波避難に使用する場合、浮体すなわち船体の船首部分は津波の来襲する方向に向かって据え付けられており、船首部分は垂直断面積が次第に小さくなる流線形状に建造されているので波切りが良く津波など高速流を受けて船首部分は上方に浮上する。
急激な海水水位が上昇すると共に海から陸上方向に早い流速での潮流が発生しても、鉄筋コンクリートによる基礎に穿孔された連結部材と、アンカーポールによるアンカー装置によって浮体は固定され潮流に流されることはない。
水位が上昇することにより、浮体は浸水からの浮力を受けて浮上するがアンカー装置のアンカー作用により流されること無く鉛直上方に上昇する。
津波等の高潮水害では海から陸上部へ流れ込んだ水は、次に急激な引き潮となって陸上部から海へ流下する。この場合も浮体は上記アンカー装置によって水平方向への移動が阻止されて、水面の降下と共に浮体自体が鉛直下方へ降下して洋上に流されることなく元の位置に元の状態で復帰され甲板上の人身が守られる。
When used for tsunami evacuation, the floating part, that is, the bow part of the hull, is installed in the direction of the tsunami, and the bow part is constructed in a streamline shape with a gradually decreasing vertical cross-sectional area, so the wave is good In response to a high-speed flow such as a tsunami, the bow rises upward.
Even if the sea level rises suddenly and a tidal current is generated at a high flow rate from the sea to the land, the floating body is fixed by the connecting member drilled in the foundation made of reinforced concrete and the anchor device by the anchor pole, and the tidal current flows. There is no.
As the water level rises, the floating body rises by receiving buoyancy from the submerged water, but rises vertically upward without being swept away by the anchor action of the anchor device.
In a storm surge such as a tsunami, the water that has flowed from the sea to the land will then flow rapidly from the land to the sea. In this case as well, the floating body is prevented from moving in the horizontal direction by the anchor device, and the floating body itself is returned to the original position without being moved down to the ocean as the water descends. Is protected.

津波の水面が極めて高くアンカーポールが基礎のアンカー穴から引き抜かれて外れた場合は、浮体はフリーとなって海水の移動と共に津波流に流されるが浮体船首部から錨とチェン又はワイヤーにより地上と強固に連結されているため、錨に引かれて浮体は固定され津波に破壊された浮遊物のように翻弄されることは無く船上の避難者は救われる可能性が高い。
しかしこの場合も陸上の大型構築物等に衝突破損しない限り浮体は沈没することはなく、その限り乗船している人身人命は守られる。
If the water surface of the tsunami is extremely high and the anchor pole is pulled out of the anchor hole in the foundation, the floating body becomes free and flows into the tsunami flow along with the movement of the seawater. Because they are firmly connected, the floating body is not caught by the anchor and fixed like a floating object destroyed by the tsunami, and the refugees on board are likely to be saved.
However, in this case as well, the floating body will not sink unless it collides with a large structure on land, etc., and as long as the person is on board, the human life on board is protected.

本発明者は本発明と同種の発明及び考案を先願にて以下の通り出願している。
1,特願2005−137「水難避難台船」
2,特願2005−4065「水難避難台船型船舶」
3,特願2005−12248「水難対策浮体型建築物」
4,特願2005−16873「浮体型建築物」
5,特願2005−21277「台船型浮体建築物」
6,実願2005−571「浮体建築物」
7,特願2005−34075「浮体建築物」
本発明は上記発明及び考案の改良に関するもので、より具体的実用的にメインテナンスを考慮して創作したものである。
また本発明は上記発明の具体的製作方法を考慮し、製作方法に適した構成に改良して津波対応浮体建築物とその建造方法を提供するものである。
The present inventor has filed an invention and device of the same kind as the present invention in the prior application as follows.
1, Japanese Patent Application No. 2005-137
2, Japanese Patent Application No. 2005-4065 “Water Vessel Evacuated Ship”
3, Japanese Patent Application No. 2005-12248 "Floating-flooring type building"
4, Japanese Patent Application No. 2005-16873 “Floating Structure”
5, Japanese Patent Application No. 2005-21277 “Taiwan Type Floating Structure”
6, Actual application 2005-571 "Floating building"
7, Japanese Patent Application No. 2005-34075 “Floating Buildings”
The present invention relates to an improvement of the above-described invention and device, and was created in consideration of maintenance more specifically and practically.
Further, the present invention provides a tsunami-capable floating building and a construction method thereof in consideration of the concrete production method of the above-described invention and improving the configuration suitable for the production method.

本発明は特に台船型浮体の建設現場での建造方法に関するものであり、台船はこれまですべて大型クレーンやレール型船台または浮きドック等の造船所での建造であった。
本発明は内陸の陸上建築物で造船所の様な大型つり上げクレーン設備はなく、工事が完了すれば次々と建設現場が変わる建築工事であるため造船所での台船建造方法技術が通用せず、新たな施工方法を創作しなければならなかった。
In particular, the present invention relates to a construction method of a trolley type floating body at a construction site, and all trolleys have been constructed at a shipyard such as a large crane, a rail type sill or a floating dock.
The present invention is an inland land building without a large lifting crane facility like a shipyard, and the construction site changes one after another when the construction is completed. I had to create a new construction method.

以下本発明の実施例を図面に基づいて説明する。ただし、以下に示す実施例は、本発明の技術思想を具体化するための一態様を例示するものであって、本発明は実施例のものだけに特定しない。   Embodiments of the present invention will be described below with reference to the drawings. However, the following examples illustrate one mode for embodying the technical idea of the present invention, and the present invention is not limited to the examples.

図1は本発明津波対応浮体建築物(10)の構成と、浸水時の作動原理を説明するための鳥瞰図である。
鉄筋コンクリートにてなる基礎(4)は大部分が地中に埋設され、底面(18)及び四方に側壁部(15)を備える容器構造プール型で側壁部上面が地面(9)より若干高く形成されている。
底面(18)上に三条の直方体台座(5)が形成され、台座の四隅部に後述のアンカーポール(2)が挿入される連結部材(3)が穿孔されている。
FIG. 1 is a bird's-eye view for explaining the configuration of the tsunami-capable floating building (10) of the present invention and the operating principle during flooding.
The foundation (4) made of reinforced concrete is mostly buried in the ground, with a bottom structure (18) and a container structure pool type with side walls (15) on all sides, and the upper surface of the side walls is slightly higher than the ground (9). ing.
Three rectangular parallelepiped bases (5) are formed on the bottom surface (18), and connecting members (3) into which anchor poles (2) to be described later are inserted are drilled at the four corners of the base.

台座(5)と台座の間に底面(18)と同一平面でメンテ通路(6)が形成され、油圧式のジャッキリフト(8)が描かれている。ジャッキリフトは後述するが浮体(1)をジャッキアップする為の装置である。
底板と四側面と上面が鋼板等の板材にてなる中空の浮体(1)は、内部に荷重台(11)が内装され四隅部にアンカーポール(2)が一体的に枢着されている。
アンカーポール(2)はテレスコープ型で鉛直下方に伸縮し、図では伸長して下端部が前記連結部材(3)に挿入されている。
A maintenance passage (6) is formed between the pedestal (5) and the pedestal in the same plane as the bottom surface (18), and a hydraulic jack lift (8) is depicted. As will be described later, the jack lift is a device for jacking up the floating body (1).
A hollow floating body (1) having a bottom plate, four side surfaces, and an upper surface made of a plate material such as a steel plate has a load table (11) provided therein and anchor poles (2) integrally pivoted at four corners.
The anchor pole (2) is a telescope type and expands and contracts vertically downward. In the figure, the anchor pole (2) extends and the lower end is inserted into the connecting member (3).

基礎(4)の台座(5)は、浮体(1)とその上に構築される建築物のすべての空中重量を支える耐荷重力を備え、平常時浮体(1)は台座上に置かれる。
図1は浸水時の状況を示し、水面線(14)まで水位が上昇し浮体(1)が浮上すると共にアンカーポール(2)は下方に伸長してその先端部のみが連結部材(3)上端部に当接している。
津波や台風高潮及び河川氾濫等の浸水により、浮体(1)が浮上すると共にその流速により浮体(1)は水平方向に押し流される大きな力が作用するが浮体(1)は流されることはない。
浮体(1)と一体のアンカーポール(2)は浮体(1)と共に下流方向に流される大きな力を受けるが、アンカーポール(2)と連結部材(3)が当接し連結部材(3)にその力が作用して基礎(4)に作用するが、地球地面と一体の基礎(4)は不動であり浮体(1)は流されることはない。
The pedestal (5) of the foundation (4) has a load-bearing force that supports all the aerial weight of the floating body (1) and the building built on it, and the normal floating body (1) is placed on the pedestal.
FIG. 1 shows the situation at the time of flooding, the water level rises to the surface line (14), the floating body (1) rises, the anchor pole (2) extends downward, and only the tip part is the upper end of the connecting member (3). It is in contact with the part.
The floating body (1) rises due to inundation such as a tsunami, typhoon storm surge, river flooding, and the floating body (1) is pushed by the horizontal direction due to the flow velocity, but the floating body (1) is not washed away.
The anchor pole (2) integrated with the floating body (1) receives a large force flowing in the downstream direction together with the floating body (1), but the anchor pole (2) and the connecting member (3) come into contact with the connecting member (3). The force acts on the foundation (4), but the foundation (4) integrated with the earth ground is immobile and the floating body (1) is not washed away.

浮体(1)はアンカーポール(2)と連結部材(3)とが当接するアンカー作用により流水に流されることなく、水位の上昇と下降に従って上下動し最後に高潮が引けばまた元の位置に浮体(1)は安置される。
浸水水位が異常に高くアンカーポール(2)下端部が連結部材(3)から抜け出ると、浮体(1)はアンカーポール(2)を吊り下げた状態で流れに翻弄される。
浮体(1)は平板状の形状で水面上では極めて安定した構造であるが、アンカーポール(2)を吊り下げると重心が下方に移動し更に安定性が良くなる。
従って構築物に衝突して台船型浮体が破損浸水しない限り沈没することはなく、浮体上の建築物や人身は守られる。
The floating body (1) moves up and down as the water level rises and falls without being moved by the anchoring action where the anchor pole (2) and the connecting member (3) abut, and finally returns to its original position if storm surges are drawn. The floating body (1) is placed at rest.
When the flooded water level is abnormally high and the lower end of the anchor pole (2) comes out of the connecting member (3), the floating body (1) is tampered with the flow with the anchor pole (2) suspended.
The floating body (1) has a flat plate shape and a very stable structure on the water surface. However, when the anchor pole (2) is suspended, the center of gravity moves downward and the stability is further improved.
Therefore, unless the pontoon type floating body collides with the structure and breaks and floods, it does not sink and the building and the person on the floating body are protected.

浮体船首部甲板上にウインチ(30)が設置されチェン(32)を介して錨(31)に連結されている。
これは浮体が上記のごとくアンカーポールをつり下げて浮遊状態になったとき、浮体が津波にさらわれて流れに翻弄されるのを防止するものである。
またアンカーポールは必ずしも浮体に固定されるものでは無く、一定の水位に達すれば図14ないし図15に示すようにアンカーポールを連結部材(3)に残し、浮体が自由に浮上するように構成しても良い。
A winch (30) is installed on the floating bow deck and is connected to the gutter (31) via a chain (32).
This prevents the floating body from being tampered with by the tsunami when the floating body is suspended by hanging the anchor pole as described above.
Further, the anchor pole is not necessarily fixed to the floating body, and when the water level reaches a certain level, the anchor pole is left on the connecting member (3) as shown in FIGS. 14 to 15 so that the floating body can float freely. May be.

また台船型浮体(1)が破損して浸水があっても、浸水沈没は通常相当な時間経過後でそれまでに高潮水害は終了することが多い。
水位が下がり障害物の無い平らな地形であれば、浮体(1)はそのままの状態でアンカーポール(2)が縮小しその位置に安置される。
Moreover, even if the trolley type floating body (1) is damaged and flooded, the flood sunk usually ends after a lapse of considerable time until the storm surge flood.
If the water level is low and the land is flat without any obstacles, the anchor pole (2) is contracted while the floating body (1) is left as it is, and placed at that position.

次に本発明津波対応浮体建築物(10)の建築現場での建造方法について詳述する。
特に浮体(1)は台船型船舶であり、大型クレーンとレール船台や浮きドック等これまで設備の整った造船所で建造されるものであった。
完成浸水後は洋上曳航など常に水上を移動または係留されるもので、本発明の津波対応浮体建築物の浮体は建設現場で建造しその場所で永年設置されるものとは基本的に異なる。
Next, the construction method in the construction site of this invention tsunami-adaptive floating building (10) is explained in full detail.
In particular, the floating body (1) is a barge type ship, and has been constructed in a shipyard equipped with facilities such as a large crane, a rail deck and a floating dock.
After completion of inundation, it is always moved or moored on the water, such as offshore towing, and the floating body of the tsunami-capable floating building of the present invention is basically different from that constructed for many years at the construction site.

工事が完了すれば建設現場が次々と変わり、大型設備の無い現場で如何に効率的に建造するかは新たな建造方法とそれに適した構造変更の必要があった。
図2は図1の右下から左上方向に見た基礎(4)の側面図でアンカーポール(2)部分の断面図である。
基礎(4)はプール型基礎(7)で両端の基礎側壁部(15)の上面は、雨水が流れ込まないように地面(9)から僅かながら上方に突出している。
図2に示す様に連結部材(3)が穿孔されメンテ通路(6)及び浮体(1)を置く台座(5)が形成されている。
Once construction was completed, construction sites changed one after another, and new construction methods and structural changes appropriate for it were necessary to construct efficiently at sites without large facilities.
FIG. 2 is a side view of the foundation (4) viewed from the lower right to the upper left in FIG. 1, and is a cross-sectional view of the anchor pole (2) portion.
The foundation (4) is a pool type foundation (7), and the upper surfaces of the foundation side wall portions (15) at both ends protrude slightly upward from the ground (9) so that rainwater does not flow.
As shown in FIG. 2, the connecting member (3) is perforated to form a pedestal (5) on which the maintenance passage (6) and the floating body (1) are placed.

図3は浮体(1)の組み立て作業中の図で、台座(5)上に鋼板等の板材(19)を敷き溶接により連結しながらアンカーポール(2)及び荷重台(11)を設計図書に従って配置する。
荷重台(11)は浮体の上に建設される建築物の荷重分布と、浮体が浸水した場合の水圧とのバランスを考慮して必要強度を推定し設計しなければならない。
図6は荷重台を例示するものであり、AはH型鋼Bは角パイプCは円筒パイプの両端に平板を溶接したものDはH型鋼4本を組み合わせ両端を平板に溶接したものである。 何れも上下方向に耐荷重強度があるように、板鋼材を縦に圧縮する方向に力が作用する。
FIG. 3 is a view during the assembly work of the floating body (1). A plate material (19) such as a steel plate is laid on the base (5) and connected by welding, and the anchor pole (2) and the load base (11) are in accordance with the design document. Deploy.
The load table (11) must be designed by estimating the required strength in consideration of the balance between the load distribution of the building constructed on the floating body and the water pressure when the floating body is submerged.
FIG. 6 shows an example of a load table, A is an H-shaped steel B, a square pipe C is a cylindrical pipe welded to a flat plate at both ends, and D is a combination of four H-shaped steels and welded at both ends to a flat plate. In either case, the force acts in the direction in which the steel plate material is compressed vertically so that the load bearing strength is in the vertical direction.

アンカーポール(2)自体も、上下方向の荷重を受ける荷重台としての機能がある。
図3の浮体(1)組み立て作業は、浮体の底板や側面の外側からは溶接や塗装等の表面処理は、作業スペースが無く施工出来ないので、すべて浮体内側からの作業ですすめる。
図7は図1の左手前から右奥方向に見た側面図で、アンカーポール(2)位置の断面図であり図8はその平面図でプール型基礎(7)底面(18)の断面図である。
The anchor pole (2) itself also functions as a load table that receives a load in the vertical direction.
The floating body (1) in FIG. 3 is assembled from the inside of the floating body because surface treatment such as welding and painting cannot be performed from the outside of the bottom plate and side surfaces of the floating body because there is no work space.
7 is a side view seen from the left front of FIG. 1 toward the right back direction, and is a cross-sectional view of the anchor pole (2) position. FIG. 8 is a plan view of the pool-type foundation (7) and a bottom view (18). It is.

図4は浮体の完成図であり、メンテ通路(6)にはジャッキリフト(8)が配置されている。
ジャッキリフト(8)は図1及び図7ないし図8の開口部(12)からプール型基礎(7)内に搬入され、図8に示すように浮体の重量に適合した必要な台数が適正に配置される。
図5と図7はジャッキリフト(8)がすべて同期して運転され浮体全体が持ち上げられ、アンカーポール(2)は重力の為 下方に伸長した状況を示す。
この状態で浮体(1)の底板や側面の外側からの溶接状態即ち裏波の点検や塗装等の表面処理作業を施工する。
FIG. 4 is a completed view of the floating body, and a jack lift (8) is arranged in the maintenance passage (6).
The jack lift (8) is carried into the pool-type foundation (7) from the opening (12) shown in FIGS. 1 and 7 to 8, and the necessary number suitable for the weight of the floating body as shown in FIG. Be placed.
FIGS. 5 and 7 show the situation in which the jack lifts (8) are all operated in synchronism and the entire floating body is lifted, and the anchor pole (2) extends downward due to gravity.
In this state, surface treatment work such as inspection or painting of the welding state from the outside of the bottom plate or side surface of the floating body (1), that is, back wave, is performed.

ジャッキリフト(8)が浮体底板に当接している部分は直接作業が出来ないので、隣接場所のジャッキリフト(8)で支えてその部分のみ降下させて作業する。
次にジャッキリフトをすべて同期して降下させ、浮体を台座(5)上に安置させジャッキリフトを取り出せば浮体工事は完了する。
浮体工事が完了すれば次にその浮体上に建築物を建設するが、建家(20)等建築物と浮体は図示しないがアンカーボールトにより強固に連結する。
Since the part where the jack lift (8) is in contact with the floating body bottom plate cannot be directly operated, the work is performed by lowering only the part supported by the jack lift (8) at the adjacent place.
Next, all the jack lifts are lowered synchronously, the floating body is placed on the pedestal (5), and the jack lift is taken out to complete the floating body construction.
When the floating body construction is completed, a building is constructed on the floating body. The building such as the building (20) and the floating body are firmly connected by an anchor vault (not shown).

図9はその建築工事が完了した完成図であり、右端開口部(12)には開閉扉(21)が設けられており手動または動力による駆動装置(22)により開閉する様に構成されている。
この開閉扉(21)の開口(27)は図8に示すように幅方向に大きく開口し、津波等の浸水情報を受けて上方へ回動解放する。
図10はその状況を示し浸水は先ず開閉扉(21)に衝突してプール型基礎(7)の底面(18)に流入し、メンテ通路(6)が導水路(16)となりプール内全体に浸水して浮体(1)は大きな浮力を受けて浮上する。
FIG. 9 is a completed view after the construction work is completed, and an opening / closing door (21) is provided in the right end opening (12), and is configured to be opened and closed manually or by a drive device (22) by power. .
The opening (27) of the opening / closing door (21) is greatly opened in the width direction as shown in FIG. 8, and is rotated and released upward in response to inundation information such as a tsunami.
FIG. 10 shows the situation, and the inundation first collides with the opening / closing door (21) and flows into the bottom surface (18) of the pool base (7), and the maintenance passage (6) becomes the water conduit (16) throughout the pool. Submerged and the floating body (1) rises with a large buoyancy.

図では水面線(14)の上昇と共に浮体は浮上しながらアンカーポール(2)は鉛直下方に伸長し、アンカーポール下端部が連結部材(3)に当接して、アンカーポールと連結部材(3)のアンカー作用により、浮体は流されることは無くその位置を保っている。
水位が下降すれば浮体と建家(20)はそのままの位置でアンカーポール(2)が短縮して、元の台座上に安置される。
In the figure, the anchor pole (2) extends vertically downward while the floating body rises as the water surface line (14) rises, and the anchor pole and the lower end of the anchor pole abut against the connecting member (3). Due to the anchoring action, the floating body is not swept away and maintains its position.
When the water level falls, the anchor pole (2) is shortened at the position where the floating body and the building (20) remain as they are, and placed on the original pedestal.

水位上昇が異常に高くアンカーポール(2)下端部が連結部材(3)から抜け出ると、アンカー作用が無くなり建家と浮体は流れに翻弄されるが、大事故にはなり難く前述の図1での説明の通りである。
十年ないし数十年に一度は浮体(1)の底板とプール型基礎(7)の内側は点検整備する必要があり、その時には図9に示すように開閉扉(21)を開口しジャッキリフト(8)をメンテ通路(6)内に搬入して、浮体とその上の建築物すべてをジャッキアップしてメインテナンス整備する。
When the water level rises abnormally high and the lower end of the anchor pole (2) comes out of the connecting member (3), the anchoring action is lost and the building and the floating body are tampered with by the flow. As described.
It is necessary to inspect and maintain the bottom plate of the floating body (1) and the inside of the pool-type foundation (7) once every ten to several decades. At that time, the door (21) is opened as shown in FIG. (8) is carried into the maintenance passage (6), and the floating body and all the buildings on it are jacked up for maintenance.

図11ないし図13に記載の津波対応浮体建築物(10)の実施例は、津波避難のみに使用する緊急避難用として想定したものである。
この基礎(4)はプール型ではなく地面(9)上に台座(5)が露出している為、浮体(1)甲板(28)には階段等の昇降路(25)を上がらねばならない。
図11は右側から高潮が押し寄せる方向に浮体台船の船首部を向けた配置とし、側面から見た側断面図であり、図12はその平面図で図13は正面から見た側断面図である。
The embodiment of the tsunami-adaptive floating building (10) shown in FIGS. 11 to 13 is assumed for emergency evacuation used only for tsunami evacuation.
Since the base (4) is not a pool type and the pedestal (5) is exposed on the ground (9), the hoistway (25) such as stairs must be raised on the floating body (1) deck (28).
11 is a side sectional view as seen from the side, with the bow portion of the floating body facing the storm surge from the right side, FIG. 12 is a plan view thereof, and FIG. 13 is a side sectional view seen from the front side. is there.

アンカーポール(2)は伸縮型ではなく浮体(1)と一体の鞘管(23)内に鋼管パイプを連通したもので、上端にストッパ(26)を設けある程度浮体が浮上すると鞘管(23)上端に当接し、アンカーポール(2)を引き抜く作用をする。
浮体側面の下方には浮体(1)と一体に雨水カバ(13)が全周に亘って、基礎上面の突条(29)を覆う様に設けられており雨水のメンテ通路(6)流入を防止している。
メンテ通路(6)右端部上方には開閉扉(21)が設けられており、津波等の高潮情報を受けてスイング解放しておき、浸水をメンテ通路(6)兼用の導水路(16)を介して浮体底部へ海水を導入して浮体浮上を促進する。
また開閉扉(21)は浮体のメンテナンス作業時には、図のようにジャッキリフト(8)を挿入して前実施例と同様に、三台以上のジャッキリフト(8)を同期して運転し浮体をジャッキアップする。
The anchor pole (2) is not a telescopic type, but a steel pipe connected in a sheath pipe (23) integral with the floating body (1). A stopper (26) is provided at the upper end, and when the floating body rises to some extent, the sheath pipe (23) It abuts on the upper end and acts to pull out the anchor pole (2).
A rainwater cover (13) is integrally provided with the floating body (1) below the side surface of the floating body so as to cover the protrusion (29) on the upper surface of the foundation. It is preventing.
An open / close door (21) is provided above the right end of the maintenance passage (6), and the swing is released by receiving storm surge information such as a tsunami, and the water passage (16) also serves as a maintenance passage (6). The floating body is promoted by introducing seawater to the bottom of the floating body.
Also, the open / close door (21) is inserted into the jack lift (8) as shown in the figure during maintenance work of the floating body, and in the same manner as in the previous embodiment, three or more jack lifts (8) are operated in synchronism with the floating body. Jack up.

メンテ通路(6)の大きさは人が入れる寸法が理想ではあるが、必ずしも作業員が入れなくても治具を使用して手前から奥に押し入れても良い。
図14ないし図16は避難するための小高い丘陵や安全な高さの避難用ビルがない田園地帯に設け、大勢の避難者を収容する避難用浮体としての津波避難建築物である。
図16は右側が津波の襲来する海であり、海に向かって船首を向け鉄筋コンクリート基礎の上に載置された浮体で船首甲板上に2台のウインチ(30)が据え付けられチェインを介して錨(31)が基礎の前方に埋設されている。
津波が右側海岸線から襲来すると先ず船首部に衝突し浮体に大きな波の力が作用し、浮体は左方向に強く押されるが、浮体と一体の鞘管(23)内に収納されたアンカーポールと基礎の連結部材が大地に固定されており浮体は鉛直上方に浮上するが流されない。
The size of the maintenance passage (6) is ideally set by a person, but it may be pushed from the front to the back using a jig without necessarily being put by an operator.
FIG. 14 to FIG. 16 are tsunami evacuation buildings as evacuation floating bodies that are provided in countryside where there are no small hills for evacuation or safe building for evacuation and accommodate a large number of evacuees.
Fig. 16 shows the sea where the tsunami strikes on the right side, and two winches (30) are installed on the bow deck with a floating body placed on the reinforced concrete foundation with the bow facing toward the sea. (31) is buried in front of the foundation.
When the tsunami hits the right coastline, it first collides with the bow and a large wave force acts on the floating body, and the floating body is strongly pushed to the left, but the anchor pole housed in the sheath pipe (23) integral with the floating body The base connecting member is fixed to the ground, and the floating body floats vertically upward but is not flowed.

アンカーポールの長さ以上の津波の場合、浮体はアンカーポールから抜け出て流されるが錨に連結されたチェンによって食い止められる。非常に高い水深で浮体が高く浮き上がる場合は、ウインチ(30)によってチェン(32)を伸ばさなければ錨(31)が引けて浮体(1)の流れを食い止められない。
図14ないし図15は図16の平面図を立体的に描写したもので、アンカーポール(2)の上端部にストッパが無く浮体はアンカーポールを残して簡単に浮上するものである。
In the case of a tsunami longer than the length of the anchor pole, the floating body escapes from the anchor pole and is swept away by a chain connected to the anchor. When the floating body floats high at a very high water depth, if the chain (32) is not extended by the winch (30), the hook (31) can be pulled and the flow of the floating body (1) cannot be stopped.
FIGS. 14 to 15 are three-dimensional views of the plan view of FIG. 16. The anchor pole (2) has no stopper at the upper end and the floating body easily floats leaving the anchor pole.

本発明は津波災害に対する避難設備であり、近い将来南海地震や東南海地震が発生することが予測されており極めて関心の高いテーマである。
また台風による高潮水害は殆ど毎年各地で発生しており、この高潮水害に対応する手段として本発明は極めて有効である。
技術的に完成した装備を提供することにより建設業界及び造船業界にも産業上大きな利用の可能性がある。
2004年12月末のインド洋沿岸地域を襲った大津波は、数時間の内に十数万人の尊い人命を奪い海洋性リゾートを楽しむ人達に大打撃を与えた。
The present invention is an evacuation facility for a tsunami disaster, and it is predicted that a Nankai earthquake or a Tonankai earthquake will occur in the near future.
In addition, storm surge damage caused by a typhoon occurs almost every year in various places, and the present invention is extremely effective as a means to cope with this storm surge flood damage.
By providing technically complete equipment, the construction and shipbuilding industries also have significant industrial potential.
The great tsunami that hit the Indian Ocean coastal area at the end of December 2004 devastated hundreds of thousands of people and enjoyed marine resorts within a few hours.

大津波に対する何らかの絶対信頼出来る救難施設が完成するまでは、多くの観光客は海岸リゾートに足を向けなくなるであろう。
本発明はその安全性に対する効果が証明され衆知されることにより、この海洋性リゾート産業と臨海地域に居住する多くの人達に安全な生活を保証する大きな糧となる可能性がある。
また本発明は一般の居住用建築物や大型のホテルに適用し、高潮被害の発生しやすい海岸低地に建築することにより、その効果が証明されれば建設産業界に大きな利用の可能性がある。
Many tourists will not turn to coastal resorts until some absolutely reliable rescue facility for the tsunami is completed.
The present invention can prove to be a great food for guaranteeing a safe life for many people living in the marine resort industry and the coastal area by proving its safety effect.
In addition, the present invention is applicable to general residential buildings and large hotels, and if it is proved by constructing in a coastal lowland where storm surge damage is likely to occur, there is a possibility of great use in the construction industry. .

本発明津波対応浮体建築物(10)の構成と、浸水時の作動原理を説明する鳥瞰図。The bird's-eye view explaining the structure of this invention tsunami corresponding | compatible floating-body building (10), and the operation principle at the time of flooding. プール型基礎(7)断面図。Pool type foundation (7) sectional view. 浮体工事中のプール型基礎(7)断面図。Pool type foundation (7) cross section during floating body construction. 同上。Same as above. 同上。Same as above. 荷重台の例示鳥瞰図。An example bird's-eye view of a load table. 浮体建造工事中のプール型基礎(7)側断面図。Pool type foundation (7) side sectional view under construction of floating body construction. 同上平面図。FIG. プール型基礎と浮体の側断面図と完成した建家(20)側面図。Side view of pool type foundation and floating body and completed building (20) side view. 同上浸水時の作用説明側断面図。The action explanatory side sectional view at the time of flooding same as the above. 避難専用津波対応浮体建築物(10)の側断面図。Side sectional view of a floating building (10) for evacuation-only tsunami. 同上平面図。FIG. 正面から見た避難専用津波対応浮体建築物の側断面図。The sectional side view of the edible tsunami-adaptive floating building seen from the front. 津波襲来により浮上した浮体の鳥瞰図。A bird's-eye view of the floating body that surfaced due to the tsunami attack. 基礎の上に置かれた浮体の鳥瞰図。A bird's-eye view of a floating body placed on the foundation. 基礎の上に置かれた浮体の平面図Top view of the floating body placed on the foundation

1…浮体
2…アンカーポール
3…連結部材
4…基礎
5…台座
6…メンテ通路
7…プール型基礎
8…ジャッキリフト
9…地面
10…津波対応浮体建築物
11…荷重台
12…開口部
13…雨水カバ
14…水面線
15…側壁部
16…導水路
17…台座
18…底面
19…板材
20…建家
21…開閉扉
22…駆動装置
23…鞘管
24…手摺り
25…昇降路
26…ストッパ
27…開口
28…甲板
29…突条
30…ウインチ
31…錨
32…チェイン
33…船首部

DESCRIPTION OF SYMBOLS 1 ... Floating body 2 ... Anchor pole 3 ... Connecting member 4 ... Foundation 5 ... Base 6 ... Maintenance passage 7 ... Pool type foundation 8 ... Jack lift 9 ... Ground 10 ... Tsunami-adaptive floating body building 11 ... Load stand 12 ... Opening 13 ... Rainwater cover 14 ... water surface line 15 ... side wall 16 ... water conduit 17 ... pedestal 18 ... bottom 19 ... plate material 20 ... building material 21 ... door 22 ... drive device 23 ... sheath tube 24 ... handrail 25 ... hoistway 26 ... stopper 27 ... Opening 28 ... Deck 29 ... Projection 30 ... Winch 31 ... Anchor 32 ... Chain 33 ... Bow

Claims (2)

津波や台風及び河川氾濫等の高潮水難に対し、建築物の浸水を防止する浮体構造の台船型建築物で浮体上に人が居住するように構成し、以下1ないし5の条件を具備したことを特徴とする津波対応浮体建築物。
1,垂直断面積が先端に向けて次第に小となる船体船首部を備えた浮体は、津波高潮の襲来する方向に向けてコンクリート基礎の上に置かれる。
2,浮体と一体的に装備され浮体底部から鉛直下方に突出するアンカーポールと、浮体の空中重量を支えアンカーポールが挿入される連結部材が穿孔された基礎よりなる。
3.基礎上面に台座(5)を形成し、その台座上へ浮体を載せ置くと共に連結部材にアンカーポールを連結する。
4,前記台座(5)に隣接してジャッキリフト(8)を挿入可能なメンテ通路(6)を複数本形成する。
5,浸水状態となった時浮体は浮上するが、アンカーポールと連結部材が接触固定され浮体の流水による流動を阻止するように構成した。
Constructed so that people can live on a floating body in a floating structure with a floating structure that prevents inundation of the building against storm surges such as tsunami, typhoon and river flooding, and the following conditions 1 to 5 were met A tsunami-ready floating building characterized by
1. A floating body with a hull bow whose vertical cross-sectional area gradually decreases toward the tip is placed on the concrete foundation in the direction of the tsunami storm surge.
2. An anchor pole that is integrally provided with the floating body and protrudes vertically downward from the bottom of the floating body, and a base in which a connecting member that supports the air weight of the floating body and into which the anchor pole is inserted is perforated.
3. A base (5) is formed on the upper surface of the foundation, a floating body is placed on the base, and an anchor pole is connected to the connecting member.
4. A plurality of maintenance passages (6) into which jack lifts (8) can be inserted are formed adjacent to the pedestal (5).
5. The floating body floats up when it is in a flooded state, but the anchor pole and the connecting member are fixed in contact with each other to prevent the floating body from flowing due to running water.
請求項1の浸水対応浮体建築物において、メンテ通路内に3台以上のジャッキリフトを挿入し、そのジャッキリフトを同期して昇降させ浮体底部の表面処理作業することを特徴とする浸水対応浮体建築物の建造方法。
2. A flooded floating structure according to claim 1, wherein three or more jack lifts are inserted into the maintenance passage, and the jack lifts are moved up and down synchronously to perform surface treatment work on the bottom of the floating body. How to build things.
JP2011092652A 2011-04-19 2011-04-19 Tsunami countermeasure floating body building and constructing method Withdrawn JP2012225032A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011092652A JP2012225032A (en) 2011-04-19 2011-04-19 Tsunami countermeasure floating body building and constructing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011092652A JP2012225032A (en) 2011-04-19 2011-04-19 Tsunami countermeasure floating body building and constructing method

Publications (1)

Publication Number Publication Date
JP2012225032A true JP2012225032A (en) 2012-11-15

Family

ID=47275506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011092652A Withdrawn JP2012225032A (en) 2011-04-19 2011-04-19 Tsunami countermeasure floating body building and constructing method

Country Status (1)

Country Link
JP (1) JP2012225032A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014101728A (en) * 2012-11-22 2014-06-05 Taisei Corp Structure for evacuation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014101728A (en) * 2012-11-22 2014-06-05 Taisei Corp Structure for evacuation

Similar Documents

Publication Publication Date Title
JP3110611U (en) Floating building
JP2006322311A (en) Floating body construction method of high tide-floating building
JP5745688B2 (en) Floating wind power generation facility with energy storage equipment
JP4031497B2 (en) Tsunami shelter
JP2007192007A (en) Tidal wave resistant building and method for constructing the same
JP2007077758A (en) Base isolation building coping with flood damage
KR101407431B1 (en) Sea Wind Power Generator Installing Unit and Ship having the same
JP2006322301A (en) Inundation resistant building and its construction method
CN104040075A (en) Process for installing an offshore tower
US20070231079A1 (en) Telescoping piling apparatus and method
JP2017089134A (en) Cutoff method and water cutoff wall structure
JP2006249915A (en) Flood-floating building and its construction method
CN105253261A (en) Lifting type water floating split green building structure system and construction method
JP6762464B1 (en) Evacuation shelter for tsunami etc.
JP2006233745A (en) Floating body construction method for flood damage floating building
JP2010150814A (en) Flood-damage avoided and base isolated building
JP3211312U (en) Floating tsunami evacuation shelter
JP2012225032A (en) Tsunami countermeasure floating body building and constructing method
KR20150018338A (en) Sea Wind Power Generator Installing Unit and Ship having the same
JP2012215028A (en) Lifesaving construction for building suffering from flood disaster
JP4882093B2 (en) Storm surge flooded building and its construction method
JP2012233330A (en) Floatable building resistible to tsunami and construction method thereof
JP2006266068A (en) Floating building and its construction method
JP2020176515A (en) Elevator type capsule disaster prevention system
JP2013256833A (en) Refuge room against tsunami and siphon device used for the same

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20140701