JP6541012B1 - Cross-sectional shape of tsunami disaster prevention hill and wide-area refuge area and multi-purpose function prepared inside hill - Google Patents

Cross-sectional shape of tsunami disaster prevention hill and wide-area refuge area and multi-purpose function prepared inside hill Download PDF

Info

Publication number
JP6541012B1
JP6541012B1 JP2018095381A JP2018095381A JP6541012B1 JP 6541012 B1 JP6541012 B1 JP 6541012B1 JP 2018095381 A JP2018095381 A JP 2018095381A JP 2018095381 A JP2018095381 A JP 2018095381A JP 6541012 B1 JP6541012 B1 JP 6541012B1
Authority
JP
Japan
Prior art keywords
disaster prevention
tsunami
hill
area
embankment
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.)
Active
Application number
JP2018095381A
Other languages
Japanese (ja)
Other versions
JP2019199763A (en
Inventor
大二郎 金子
大二郎 金子
Original Assignee
大二郎 金子
大二郎 金子
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 大二郎 金子, 大二郎 金子 filed Critical 大二郎 金子
Priority to JP2018095381A priority Critical patent/JP6541012B1/en
Application granted granted Critical
Publication of JP6541012B1 publication Critical patent/JP6541012B1/en
Publication of JP2019199763A publication Critical patent/JP2019199763A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

【課題】海岸付近の平坦な地区は,津波到達時間の短い津波に対して避難の課題がある.このために避難ビル群が指定されてきたが,夏季に多数の人々が海浜に訪れる場合には,受け入れ容量が全く不足しているという課題がある.その対策として越流しても破壊されない様に法尻を強化したコンクリート被覆構造の大規模な海岸堤防が築かれてきたが,自然景観に合わない課題があった.また,海岸利用が阻害されることから住民に不評であって,建設に当たって住民合意に課題がある.一方で,全長が完成するまで防災効果が無いという問題があった.
【解決手段】これらの解決策として,堤体内部にコンクリート躯体構造製の安全な広域避難地を準備する.一方,この防災丘陵は延長方向に工事が未完成であっても,個々の部分的な防災丘陵が広域避難地を内部に備えることによって,人的被害の大幅な削減を実現する.
【選択図】図1
PROBLEM TO BE SOLVED: In a flat area near the coast, there is a problem of evacuation for a tsunami having a short arrival time. For this reason, evacuation buildings have been designated, but when a large number of people visit the beach in the summer, there is a problem that the receiving capacity is completely lacking. As a countermeasure, a large-scale coastal embankment with a concrete covering structure with reinforced foreheads was built so as not to be destroyed even if it overflows, but there was a problem that did not match the natural landscape. In addition, it is unpopular with the residents because the use of the coast is hindered, and there is a problem in the residents' agreement on construction. On the other hand, there is a problem that there is no disaster prevention effect until the full length is completed.
[Solution] As these solutions, a safe wide-area refuge site made of a concrete frame structure is prepared inside the levee. On the other hand, even if the construction of this disaster prevention hill has not been completed in the extension direction, the individual partial disaster prevention hill will realize a significant reduction of human damage by internally providing a wide-area refuge.
[Selected figure] Figure 1

Description

2E189 テーマ名(防災), E02B テーマ名 3/04 (堤防,海岸または港湾を保護する構造物)
本発明は,津波に対する海岸部の市街を津波から守ること,および海岸付近のレジャー客あるいは散策・ジョギング等の人々,更にはサーフィンや海水浴客らのために,丘陵内部に広域避難場所の機能を有する空間を埋設することによって,津波による人的被害を画期的に軽減する津波防災丘陵に関するものである.この防災丘陵は,内部に広域避難地・駐車場・高規格道路・道の駅等の交通機能を整備することができる多目的な公園型の津波防災丘陵である.工事の初期から津波の危険地域に広域避難地を提供することによって大規模な人的被害に対し減災機能を発揮し,工事が進捗するとこれらの個々の防災丘陵が接続され,上述の機能を埋設した連続した多機能な海岸堤防の一種となり,内部がコンクリート大型ケ-ソン(開削工法トンネルとして知られる,海底トンネルの沈埋函とも類似)であるから越流による破壊の無い構造であって,背後の市街全域の人命・財産を津波災害から守ることを可能とするという最終目的を持った津波防災丘陵についての発明である.ここで,丘陵とは比較的緩やかな勾配であって,然るべき長さを持った低い山の形をした総体形状をイメージして特許出願の防災丘陵というキーワードの名称とした.
2E189 Theme name (disaster prevention), E02B Theme name 3/04 (Structure that protects dike, coast or harbor)
The present invention protects the coastal area from the tsunami, and also functions as a large area evacuation site inside the hills for leisure guests or people who walk or jog near the beach, as well as for surfing and swimming. It is about the tsunami disaster prevention hill which reduces human damage by a tsunami dramatically by burying the space which it has. This disaster prevention hill is a multipurpose park-type tsunami disaster prevention hill where the transportation functions such as wide area refuge, parking lot, high standard road, road station can be maintained inside. By providing a wide-area refuge area to the danger area of tsunami from the early stage of construction, it exerts a disaster mitigation function against large-scale human damage, and as construction progresses, these individual disaster prevention hills are connected and buried the above functions It is a kind of continuous multi-functional coastal levee, and the inside is a concrete large caisson (also known as cut-and-cut tunnel, similar to the submersible tunnel of submarine tunnel), so it is a structure without destruction by overflow and behind It is an invention about the tsunami disaster prevention hill with the final purpose of making it possible to protect the life and property of the whole city area from a tsunami disaster. Here, hills are relatively gentle slopes, and the overall shape in the form of a low mountain with a suitable length was imaged, and the name of the keyword for disaster prevention hills of patent application was used.

東日本太平洋沖地震に伴う発生し得る最大規模(レベル2)の津波が東北太平洋岸の多くの海岸堤防を越流し洗掘することによって堤体を崩壊させ,更には陸域に遡上することによって市街域に甚大な被害を与えた.一方,関東以西については,東南海の三連動地震のほか,南関東地震に東部の房総沖や西部の松田断層が連動した場合の最大規模の地震に対し,関東から九州に至る地域の市街域が10m〜30mの巨大津波によって襲来される可能性について,内閣府は情報公開することによって防災対策に関する注意喚起と準備の促進を図っている.これらの地域には多くの住宅地の存在や海浜レジャー客が訪れるという課題の多い都市が複数存在する.東日本大震災以前には,地震の規模はマグニチュードが8程度までであって,津波の遡上は限られた範囲であることから,被害は生じるものの避難が可能であって津波による人的被害は限られた人数であると考えられた.しかし,巨大な東日本太平洋沖地震に誘発されて.次の巨大地震が起きた場合には従来には津波の遡上が無かった地区にまで遡上する可能性が生じる.これらの地域には海岸堤防が存在しない地域が多く,避難ビル群が指定されているものの約32万人という甚大な人的被害の可能性が指摘されてきた.一方,夏の季節には大都市域周辺の海浜には数万から10万人を越える海水浴客が津波の来襲域に訪れており,津波の到達時間が短い場合には夜間の避難が困難である重大な問題や,既存の避難ビル群の受け入れ容量を遙かに越えているとことから,適切な抜本的対策が無いと考えられてきた.また,来日外国人が急増していて土地不案内であること,及びオリンピックが迫っており,ヨット等の地域には多数の外国人が臨海部に訪れることになる.これらの課題の解決策が求められている.一方で,図5に示すように従来の海岸堤防は、土構造物の堤防本体をコンクリートブロックで覆った構造である.また,従来からの海岸堤防の形式は,コンクリート被覆であることから,景観が無機質で殺風景とも言うべき問題が当初からあった.想定津波高の増大に伴い海岸堤防が更に高くなることにより景観の悪化が顕在化し,住民ばかりか関係者からも問題視されてきた.しかし,津波に対する住民の安全確保のために東日本大震災の津波被害地区の復興工事として,現在も広く施工されているという課題がある.   The largest possible (Level 2) tsunami that accompanies the Great East Japan Pacific Ocean Earthquake collapses the levee body by overscouring many coastal dikes along the northeastern Pacific coast, and further by going up to land Great damage was caused to the city area. On the other hand, for the Kanto region and the west region, the city area of the region from Kanto to Kyushu for the largest earthquake when the southern Kanto earthquake and the Boso off the east and the Matsuda fault in the western region interlocked in addition to the three interlocking earthquakes of Tonankai The Cabinet Office is promoting information on disaster prevention measures and promoting preparations by disclosing information on the possibility of being attacked by a huge tsunami of 10m to 30m. In these areas, there are several cities with many residential areas and many problems that beach leisure visitors visit. Before the Great East Japan Earthquake, the magnitude of the earthquake was up to about 8 magnitude, and the upstream of the tsunami was limited, so it was possible to evacuate although the damage occurred but the human damage caused by the tsunami was limited. It was considered to be the number of people who However, it was triggered by the huge East Japan Pacific Ocean Earthquake. When the next great earthquake occurs, it is possible to go up to areas where there was no tsunami going up in the past. Many of these areas do not have coastal levees, and although evacuation buildings have been designated, it has been pointed out that there is a possibility of about 220,000 serious human damage. On the other hand, tens of thousands to over 100,000 bathers visit the tsunami attack area on the beach in the large urban area in summer season, and it is difficult to evacuate at night when the tsunami arrival time is short It has been considered that there is no adequate drastic measure because there is a serious problem or far beyond the capacity of the existing evacuation buildings. In addition, the number of foreigners visiting Japan is increasing rapidly and the land is unfamiliar, and the Olympics is approaching, and many foreigners will visit the waterfront area in areas such as yachts. Solutions to these problems are needed. On the other hand, as shown in Figure 5, the conventional coastal levee has a structure in which the main body of the earth structure is covered with a concrete block. Moreover, since the type of the conventional seawall was concrete coating, there was a problem from the beginning that the landscape should be called mineralized and killed. The deterioration of the landscape has become apparent as the coastal levee becomes higher with the increase of the assumed tsunami height, and it has been regarded as a problem by not only residents but also stakeholders. However, there is a problem that it is widely constructed as a reconstruction work of the tsunami damage area of the Great East Japan Earthquake to secure the safety of residents against the tsunami.

特開2015−63806号公報JP, 2015-63806, A

下記の文献で防災丘陵について別途に発表する(特許申請後に予定)と記載済み.
金子大二郎, 細山田得三. 衛星による木造住宅率と津波浸水深を用いた避難人命リスクの評価―地理・社会モデルの開発と鎌倉海岸への適用―,土木学会論文集F6(安全問題), 73 巻, 1 号,pp58−70,2017. 細山田得三・金子大二郎・大竹剛史. 津波脆弱性海岸における盛土構造体による津波対策工評価のための数値実験,土木学会論文集B1,Vol,71,特別号・水工学論文集,第59巻,228,6p,2015.
In the following document, it has already been stated that disaster prevention hills will be announced separately (planned after patent application).
Daijiro Kaneko, Tokuzo Hosoyada. Evaluation of refuge life risk using wooden housing rate and tsunami inundation by satellite-Development of geography and social model and application to Kamakura coast-, Proceedings of the Japan Society of Civil Engineers F6 (Safety Problem), Vol. 73, No. 1, pp 58- 70, 2017. Toshizo Hosoyama, Daijiro Kaneko, Takeshi Otake. Numerical Experiment for Evaluating Tsunami Countermeasures by Embankment Structure at Tsunami Vulnerability Beach, Proceedings of the Japan Society of Civil Engineers B1, Vol, 71, Special Issue on Hydraulics, Vol. 59, 228, 6 p, 2015.

従来の巨大な津波(発生し得る最大級であるレベル2の津波)に対する人的被害・住民財産・社会資本を防護する場合に,従来の海岸堤防(図5)にあっては次のような問題点がある。
<1>平地の海岸部に安全な広域避難地が無い課題.
津波到達時間が短く避難が困難の海岸付近に様々な目的で訪れている人々は,海岸付近に安全で緊急避難用の大規模な広域避難地が無く,多数の人出となる行楽期において恐るべき規模の人的被害の拡大が懸念されるまま,具体的な対策が見つからない現状にある.
<2>堤や構造物を津波が越流する課題
従来の海岸堤防や防潮堤は盛り土構造であって,盛土をコンクリートブロックで保護する形式が多く,これらの堤を越流した津波が堤の背後の下端部である法尻を洗掘した結果,堤体が流体に対し脆弱な盛り土構造であることから,堤体を大規模に崩壊させ被害を甚大にした.このため,東日本大震災後は,越流した流れにより堤の下端部(法尻)を洗掘されないように強化対策を施している.それとても地震動による堤体のひび割れや越流により,部分的な破壊が始まると堤体は盛り土であるから津波によって崩壊する部分があり,ひいては海岸堤防の基礎までも津波の流れが深く掘り下げるため,ひとたび破壊されると次々に隣接提体に拡大し津波対策としての機能を喪失する問題が構造的にある.その結果,背後地に大規模な濁流と浸水を招き,陸側の地域が河川の場合と同様の氾濫による濁流状態となり,人的被害と経済的損失が巨大過ぎる災害となったにも拘わらず.海岸堤防の基本材料が流体に脆弱な盛り土を使用し続けるという基本的な課題があった.
<3>コンクリートブロック被覆による景観の悪化
堤体の洗掘を防ぐためにコンクリート材料の被覆工を堤の表面全体に施すことになるが,その景観が前述の通り無味乾燥の殺風景な眺めとなり,海岸風景になじまず住民や訪れた人々によって景観の悪化を指摘され,コンクリート被覆の海岸堤防は不評ばかりか根強い批判があった.
想定し得る最大の津波に対しては,堤が大型になるほどコンクリート被覆により景観が更に圧迫感が増すことになる.その景観が周辺の自然環境になじまない異質な眺めとなり,住民や訪れた人々によって景観の悪化を指摘され,また,コンクリート被覆の海岸堤防を利用できる利便も無いことから,地元住民から批判されてきており,この現状を解決する課題がある.
<4>想定以上の津波によって越流することによる被害がある課題
津波警報時に避難ビルや避難タワー,命の丘等の屋上・天端に立つ事は適切な避難場所なのであるが必ずしも安全とは限らない.内閣府による想定津波高は震源の範囲・断層の規模によって津波高の増大と収斂が考えられ,絶対に予想以下に収まるという保証はない.そもそも津波自体の科学的に正確な組織だった観測データが,現代の日本においても数が限られ乏しいからである.
予想される最大規模の津波を更に上回る事態が完全に無いとは断言できないことから,もし津波が避難施設の屋上や天端を越流することが起きた場合に,従来ならば施設の最も高い屋上や天端に人々は避難するのであるが,避難していた人々は全員が津波に内陸側に流されて死亡することになる.これに類する想定外の人命事故が,東日本太平洋沖地震の際に,避難ビルの屋上において発生した.津波が構造物を越流する可能性が少しでもある場合は,構造物の屋上や堤の天端に大勢が避難することは,基本的に集団事故となる問題がある.従って一般市民やレジャー客が天端において津波を観察してはならず,津波について海岸堤防の天端が安全であると過信してはならない.丘や山のように更に高台へ避難できるか,越流しても安全でなければならない課題がある.
<5>海岸堤防の全長が完成するまで機能を発揮しない課題
従来の海岸堤防は,全長が全て完成するまで津波対策として機能しない.なぜならば津波が海岸堤防の無い部分から回り込み市街に流入するため,海岸堤防が全く防災効果を発揮しない.また,多目的利用を図ることもできない.このことから,有効になるまで長年月の月日が必要であって,それまでは津波対防災対策を実行に移す場合に投資効果上において深刻な課題がある.
In the case of protecting human damage, residents' property and social capital against the conventional huge tsunami (the largest possible level 2 tsunami), the conventional coastal dike (Fig. 5) is as follows: There is a problem.
<1> The problem that there is no safe area evacuation site in the coast of the flatland.
People visiting for a variety of purposes near the coast where the tsunami arrival time is short and difficult to evacuate, there is no large-scale evacuation area for safety and emergency evacuation near the coast, and it is scary in the holiday season when there are a large number of people While there is concern about the expansion of human damage of a certain scale, concrete measures can not be found at present.
<2> The problem that the tsunami overflows the embankment and structures The conventional coastal dike and tidal embankment are embankment structures, and there are many types that protect the embankment with concrete blocks, and the tsunami which overflowed these embankments is the embankment As a result of scooping the fore end which is the lower end part of the back, since the dam body is an embankment structure vulnerable to the fluid, the dam body was collapsed on a large scale and the damage was made great. For this reason, after the Great East Japan Earthquake, reinforcement measures are taken so that the lower end of the embankment (the bottom of the dam) is not scoured by the overflowing flow. That is, if partial failure starts due to cracks and overflows of the levee due to earthquake motion, the levee is an embankment and there is a part that collapses due to the tsunami, and eventually the tsunami flows even deeper to the foundation of the coastal dike, Once destroyed, there is a structural problem that it spreads to adjacent bodices one after another and loses its function as a tsunami countermeasure. As a result, large-scale turbid flow and inundation were caused in the back ground, and the land side area became turbid by the same flooding as in the case of rivers, despite the fact that human damage and economic loss became too huge disasters . There was a fundamental problem that the basic material of the coastal levee continued to use the fragile embankment for fluid.
<3> Deterioration of the landscape by concrete block coating A coating of concrete material will be applied to the entire surface of the embankment to prevent scouring of the levee, but the landscape will be astonishing and dry, as described above. It was pointed out that the landscape was deteriorated by the people and the people who visited it, and the concrete-covered coastal levee was not only unremarkable, but there was a strong criticism.
For the largest tsunami that can be envisioned, the larger the embankment, the more concrete the view will become more oppressive. It has been criticized by local residents because the landscape has become a heterogeneous view that is not compatible with the surrounding natural environment, and it has been pointed out that the scenery and the people who visit it have worsened the scenery, and that there is no convenience to use the concrete-covered coastal embankment. There is a problem to solve this current situation.
<4> The problem that there is a damage by overflowing by the tsunami more than expected It is an evacuation site that it is an appropriate evacuation site to stand on the roof, sky edge such as evacuation building, evacuation tower, hill of life at the time of tsunami warning Not exclusively. There is no guarantee that the predicted tsunami height by the Cabinet Office is considered to be an increase and convergence of the tsunami height depending on the scope of the earthquake source and the size of the fault, and it will never fall below the forecast. The reason is that observation data, which was originally a scientifically correct organization of the tsunami itself, is limited and scarce in modern Japan.
It can not be concluded that the situation beyond the largest expected tsunami can not be completely exceeded, so if the tsunami overflows the roof of the evacuation facility or the top of the evacuation facility, it is the highest in the facility conventionally People evacuate on the roof or at the sky's tip, but all those who were evacuated are swept away inland by the tsunami and will die. An unexpected life accident similar to this occurred on the roof of the evacuation building during the Great East Japan Pacific Earthquake. If there is any possibility that the tsunami will flow over the structure, it is fundamentally a collective accident that many people evacuate on the roof of the structure or the top of the bank. Therefore, the general public and leisure guests should not observe the tsunami at the heavenly end, and should not overestimate that the heavenly end of the seawall is safe for the tsunami. There are issues such as being able to evacuate further to hills like hills and mountains, or to be safe even if overflowing.
<5> A problem that does not exert its function until the full length of the coastal levee is completed The conventional coastal dike does not function as a tsunami countermeasure until the full length is completed. Because the tsunami flows from the part without the seawall and flows into the city, the seawall does not have any disaster prevention effect at all. Also, multipurpose use can not be achieved. From this, it is necessary to have the date of many years until it becomes effective, and until then there is a serious problem in terms of the effect of investment when implementing the disaster prevention measures against tsunami.

本発明は以上の課題に鑑みて成されたもので、その目的とするところは,工事段階に応じ,津波対策としての内蔵型広域避難地を提供する機能と多目的利用を可能とする構造を備えた津波防災丘陵を実現することにある。
<1>工事が比較的容易な場所について部分的に築造整備された津波防災丘陵の場合
工事が可能な地区から防災丘陵を築造することにより,早い時点から津波に対する人的被害の大幅な改善を図ることが可能となる.津波到達時間が短く避難が困難な海岸付近において,様々な目的を持って訪れている人々に対し安全な緊急避難用の大規模な広域避難地を提供する機能を備えた構造物を実現可能とすること.これにより大規模な人出の行楽期においても恐るべき規模の人的被害の拡大を防止する抜本策とすること.
<2>連続した防災丘陵の場合
海岸付近に様々な目的で訪れている人々ばかりでなく,海岸付近に整備された連続型の防災丘陵により,内陸側の全ての人々の生命と家屋,工場・病院,或いは社会資本としての公共財を津波から守る強靭な防災対策とすることが可能となる.
The present invention has been made in view of the above problems, and the object of the present invention is to provide a built-in type wide-area refuge site as a countermeasure against tsunami and a structure that enables multipurpose use according to the construction stage. To realize the tsunami disaster prevention hills.
<1> In the case of the tsunami disaster prevention hill which was built and maintained partially about the place where construction is relatively easy By constructing the disaster prevention hill from the area where construction is possible, significant improvement of human damage to the tsunami from early It is possible to It is possible to realize a structure with a function to provide a large area evacuation area for safe emergency evacuation to people visiting with various purposes near the coast where the tsunami arrival time is short and evacuation is difficult To do. This should be a fundamental measure to prevent the spread of human damage of a terrible scale even during a large-scale vacation season.
<2> In the case of continuous disaster prevention hills Not only people visiting around the coast for various purposes, but also continuous disaster prevention hills prepared near the coast, life and houses of all people on the inland side, factories, It will be possible to make strong disaster prevention measures to protect public goods as hospitals or social capital from tsunami.

<1>防災丘陵の内部に広域避難地を整備
津波防災丘陵の内部に,津波到達時間が短く避難が困難な海岸付近において様々な目的で訪れている人々のために安全な緊急避難用の大規模な広域避難地を提供する機能を備えたコンクリートケーソン構造物を創出し,人出の行楽期においても多数の人々を安全に防災丘陵内に避難することを可能とすること.
この手段により,想定し得る最大規模の津波(レベル2)を更に上回る津波に対して越流しても,防災丘陵が洗掘によって形状を留めないほどに崩壊することを無くし,防災丘陵の内部の広域避難地が安全な構造を保つことを可能とする設計であること.
<2>津波の波力によって堤が転倒することを防止する構造の実現
防波堤の様に高さがあって,堤体の断面幅が短く縦長であった津波防波堤の断面ではなく,津波による波力(段波による衝撃力と流れに近い流体力)によって従来の海岸堤防の上部が転倒して破壊されるのを防止するために,丘陵の形状を横幅の広い断面とし,内部に破壊されないコンクリートケーソン(躯体)を埋設することにより,津波の波力に対して安定性を各段に強化すること.
<3>防災丘陵の景観を改善
防災丘陵の断面形が高さに対して幅が広くし丘陵が緩くなることは,単に津波力に安定であることば
かりでなく,後述する植栽と合わせて従来の悪いイメージのコンクリート景観を改善すること.
<4>憩の場として海浜公園化
防災丘陵の断面形が緩やかな勾配で幅広であることは,海浜部からの臨海公園として利用するために必須であり,憩いと共に植栽(図3)によって海水浴や海浜レジャーのために望ましい木陰を提供すること.
<5>津波に対する植栽による法面保護と減勢効果
丘陵上の植栽は,海浜公園としての芝生による被覆保護の他に,海岸の景観(白砂青松)として良く知られる松林や,根系が深く張り地元の原始生態系の一つであるシイ(椎)を植栽(植物生態学者の宮脇昭横浜国大名誉教授の推奨)し,津波の流速から防災丘陵の法面を保護する減勢工の働きも兼ねさせる.桜のソメイヨシノは80年程度で枯れ易く地面に空洞を作り易いが,地域によっては多数の山桜が自生していることから,海浜公園の内部に長寿な山桜を一部に取り入れることも良い.
<6>広域避難地としての十分な受け入れ容量と交通容量の確保
防災丘陵の断面の横幅を広く確保し,広域避難地として十分な空間(受け入れ容量)を実現する.広域避難地は,隔壁を設けて火災や浸水の被害の拡大を防止する.また,丘陵の下段部に高規格道路を整備することにより海岸部の幹線道路として丘陵内部の空間利用を実現する.高規格道路の形状は,海底沈埋トンネルに似た片道3車線,全6車線の規模とし,大きな交通容量の確保とトンネル火災(車の事故)に対する余裕空間とする.
<7>自重による沈下の抑制
一般に河口付近や軟弱地盤に構造物を築造すると,支持力不足が原因となり自らの荷重により沈下する.そのため,必要な地区の場合には,各種の地盤改良法がある中で基本構造の解説図(図2)に示す通り努めて安価な置換砂かサンドコンパクションや注入工法による地盤改良で良いと考える.防災丘陵自体も,コンクリート躯体(ケーソン)を横長として接地圧を小さくしており,沈下するのを抑制する構造に設計している.
<8>割栗石による沈下の防止
基礎工についてはコンクリートケーソンの下に割栗石を敷きならし(図1,2),荷重を分散させて地盤への接地荷重を小さくし,沈下を防ぐ.沈下は,防災丘陵の設計高さを経年的に低下させる問題が在るからである.この技術は港湾工事の一つの技術として広く採用されており,陸上部に応用する.
<9>防災丘陵が不連続な工事時期に防災効果を発揮することの実現
防災丘陵は,完成時には長大な海岸堤防となり,完成までに長年月が必要であるが,当該防災丘陵は,工期の任意の段階においても,不連続な個別の丘陵が広域避難地となることから,夏季の海水浴客や花火あるいはオリンピック等の大きな行事の際に,津波防災機能を発揮する.また,多数の人出がある事業の日に備えて,海岸部の駐車場として都市問題の交通計画上で役立たせることができる.これらの機能から著名な海水浴海岸に優先的に不連続な防災丘陵を整備する方法が有力である.
<10>防災丘陵の斜面と天端の利用
防災丘陵は,海浜公園としての利用と景観に配慮した松林を想定した植栽等を計画することから,断面形状が緩斜面とした計画断面に設計している.また,防災丘陵の堤体上部(天端)は,維持管理や散策・ジョギング・車椅子等のレクリーエーション利用に配慮し,丘陵の上端を平坦化するのが適切である.
<11>波の収斂部における天端の補強
防災丘陵の天端は,中央に逆T型擁壁,或いは左右にL型擁壁(タイロッド等を含む),または胸壁等の越流防止対策を施すと丘陵断面を補強することができる.特に,湾の形状から津波が収斂する部分や山裾取り付け部において,越流の可能性に対応する補強対策として有効となる.
<12>植栽の候補と景観
海浜公園として日陰を提供し,景観を良くする樹木を植栽するに当たって,根ばりが強く津波に対して耐える原始植生系の照葉樹林を使用するのも良い.また,中世以来から近代までの海岸風景であった松林とするのも白砂青松として景観面において優れている.各地で古くから松林であったと伝えられ,現在もそれらの松が一部で現存していることから,昔にはあった松林を復元するのが地域的には優れている.一方で,過去に存在した砂丘の原始生態である植生を再現するのも有力である.これらの有力案を組み合わせて現地試験の植樹と被覆植栽をし,各地域において長所短所を把握し植栽を修正する.
<13>防災丘陵の交通センター・レジャー施設機能の併設
防災丘陵は,発生しうる最大規模の津波に対して越流しない堤体の高さとなっているため,内陸側に通常に実在して見かける2階部分への斜路,既存道路への接続施設,バス・トラムを含む交通施設や道の駅等の施設,あるいは海浜のレジャー関係の施設を整備することが可能である.海岸側については簡易施設または津波を考慮に入れた半永久構造物であっても防災上に支障は基本的に無く,防災丘陵の海浜公園としの利便性を考慮して整備しても問題はない.原則的に,内陸側と堤体内において.津波に対する安全性は確保されているからである.
<14>事業費の確保
防災丘陵の内部に高規格道路を整備することができるため,公共工事の中で突出した予算規模である国の道路予算を合併事業として活用することができれば,地方公共団体が事業化するに当たって,防災丘陵を実現する予算的な道が大幅に開かれることになり,早期の実現が容易になると考えられる.
<1> Maintain a wide-area refuge inside a disaster prevention hill Inside a tsunami disaster prevention hill, it is a large area for safe evacuation for people who are visiting for various purposes near the coast where evacuation time is short because the tsunami arrival time is short Create a concrete caisson structure with the function of providing a large area evacuation site, and make it possible to safely evacuate a large number of people in the disaster prevention hills even during the outing vacation season.
By this measure, even if it overflows to a tsunami that exceeds the largest possible tsunami (Level 2), the disaster prevention hill will not collapse to such an extent that it can not keep its shape due to scouring, and the inside of the disaster prevention hill A design that enables a wide area evacuation area to maintain a safe structure.
<2> Realization of a structure that prevents the levee from tipping over by the wave power of the tsunami Waves caused by the tsunami rather than the cross section of the tsunami breakwater whose height is similar to that of the breakwater and the cross-sectional width of the break is short In order to prevent the upper part of the conventional coastal levee from being overturned and destroyed by the force (impact force by flow and fluid force close to the flow), the shape of the hill is made into a wide cross section and concrete is not broken inside In order to strengthen the stability to the wave power of the tsunami at each stage by burying the caisson.
<3> Improving the landscape of disaster prevention hills The cross section of the disaster prevention hills is wider with respect to the height and the hills become loose not only because it is stable to the tsunami force, but also in conjunction with planting, which will be described later To improve the conventional bad image concrete landscape.
<4> It is essential that the cross-sectional shape of the seaside park disaster prevention hill is gentle and wide as a place of rest, in order to use it as a seaside park from the beach area, and it is planted with rest (Fig. 3) Providing a desirable shade for swimming and beach leisure.
<5> Slope protection and reduction effect by planting against tsunami tsunami planting on hills is not only covered by grass as a beach park, but also pine forest well-known as coastal landscape (white sand and blue pine) and root system Deep planting Shii, one of the primitive ecosystems in the area (Recommendation by a plant ecologist Miyawaki Akira, Professor Emeritus of the Yokohama National University), and saving energy to protect the slopes of the disaster prevention hills from the tsunami velocity It also works as a workman. The cherry tree Somei Yoshino tends to wither in about 80 years, but it is easy to make a hollow on the ground, but since many mountain cherry trees are grown naturally in some areas, it is also good to incorporate long-lived mountain cherry trees inside the beach park.
<6> Securing sufficient receiving capacity and traffic capacity as a large-area refuge area Widely secure the width of the cross section of the disaster prevention hill, and realize a sufficient space (receiving capacity) as a large-area refuge area. In large-area refuge areas, a bulkhead will be provided to prevent the spread of fire and flood damage. In addition, by using high-standard roads in the lower part of the hills, space utilization inside the hills will be realized as trunk roads in the coast. The shape of the high-standard road is three lanes of one way similar to the seabed sunk tunnel and the size of all six lanes, and secures a large traffic capacity and spare space for a tunnel fire (car accident).
<7> Suppression of sinking due to own weight Generally, when a structure is built near an estuary or soft ground, it sinks under its own load due to lack of supporting capacity. Therefore, in the case of the necessary area, we will try as shown in the explanatory drawing of the basic structure (Figure 2) among various ground improvement methods, and think that it is good for ground improvement by cheap displacement sand or sand compaction or injection method . The disaster prevention hill itself is also designed to reduce the contact pressure by making the concrete frame (caisson) horizontally long and to control the sinking.
<8> Prevention of subsidence by split rock stone For the foundation construction, split the split stone under concrete caisson (Figs. 1 and 2) and disperse the load to reduce the ground contact load to the ground and prevent sinking. Settlement is due to the problem of decreasing the design height of disaster prevention hills over time. This technology is widely adopted as a port construction technology and is applied to the land section.
<9> Realization that disaster prevention hills show disaster prevention effect at discontinuous construction time disaster prevention hills become a long coastal embankment at the time of completion, and many months are required until completion, but the said disaster prevention hills is the construction period Even at any stage, discontinuous individual hills serve as a large-scale refuge site, so the tsunami disaster prevention function is exhibited at summer bathers, fireworks or major events such as the Olympics. In addition, it can be used as a parking lot in the coastal area for transportation planning for urban problems, in preparation for the project day when there are many crowds. From these functions, it is effective to establish a discontinuous disaster prevention hill on the famous seaside beach by priority.
<10> Use of the slope and sky edge of the disaster prevention hill The disaster prevention hill is designed to be a cross section with a gentle slope because it plans planting etc. assuming a pine forest in consideration of its use as a beach park and the landscape. doing. In addition, it is appropriate to flatten the upper end of the hill in consideration of maintenance and use of recreation such as walk, jogging, wheelchair etc. in the upper part of the dam body (sky end) of the disaster prevention hill.
<11> Reinforcement disaster prevention hill top of the sky end in wave convergence part The overflow T-retaining wall at the center, L-shaped retaining wall (including tie rods etc.) to the left and right When applied, it can reinforce hilly cross sections. In particular, it is effective as a reinforcement measure to cope with the possibility of overflow in the area where the tsunami converges and the mountain foot attachment area due to the shape of the bay.
<12> A candidate for planting and landscape As providing a shade as a beach park, when planting trees that improve the landscape, it is also good to use a primordial vegetation-type evergreen forest that is strongly rooted and resistant to tsunami. In addition, it is excellent in view of landscape as a white sand blue pine, which is a pine forest which has been a coastal landscape from the Middle Ages to the modern times. It is reported that the area has long been a pine forest, and some of those pines are still in existence today, so it is locally superior to restore the old pine forest. On the other hand, it is also effective to reproduce vegetation, which is the primitive ecology of sand dunes that existed in the past. We combine these potential solutions to plant and cover planting in field trials, and identify the merits and demerits in each area and correct the planting.
<13> A disaster prevention hill with a traffic center and leisure facility function in a disaster prevention hill The height of a levee that does not overflow to the largest possible tsunami that may occur can usually be seen on the inland side It is possible to maintain facilities such as slopes to the second floor, connections to existing roads, transportation facilities including buses and trams, road stations, and other leisure-related facilities on the beach. There is basically no hindrance to disaster prevention even if it is a simple facility or a semi-permanent structure taking into consideration a tsunami on the coast side, there is no problem even if it is maintained in consideration of convenience as a seaside park on disaster prevention hills . In principle, on the inland side and within the bank. It is because the safety against the tsunami is secured.
<14> Securing of the project cost If a high-standard road can be maintained inside the disaster prevention hill, local public can be used if it is possible to utilize the road budget of the country which is a budget scale outstanding in public construction as a merger. It is thought that the budgetary path to realize the disaster prevention hill will be greatly opened and the early realization will be facilitated when the group is commercialized.

本発明は次の多目的な複数の機能を持つよう計画・設計することにより,津波に対する防災対策として丘陵内蔵型の広域避難地というハードによる抜本的改善や都市問題を緩和させる多目的な効果を発揮することができる。
<1> 平地の海岸部に安全な広域避難地を提供.
津波到達時間が短く避難が困難の海岸付近に様々な目的で訪れている人々に,安全な緊急避難用の大規模な広域避難地を提供する機能を内部に備えた防災丘陵構造物を可能とすること.これにより大規模な人出の行楽期においても恐るべき規模の人的被害の拡大を防止するハードによる効果的な抜本策であって,多目的な利用によって投資効果を発揮する防災対策とする.
<2>津波防災丘陵を津波が越流しない,また越流しても崩壊しないことを実現
津波防災丘陵は,津波が越流しない規模の高さと,仮に越流したとしても従来の海岸堤防のように破壊しないよう防災丘陵内にコンクリートケーソンが埋設されており,丘陵内の広域避難地は安全である.また,防災丘陵が連続して完成すると,陸側全域が津波による浸水を免れ,居住域の市民の人的被害が原則的に完全に防止することができ,避難する必要も無くなると共に,生命・財産や市街全体の社会資本が保全されるという投資効果を発揮する.
<3>植栽と景観の改善および海浜公園としての機能
防災丘陵の断面形が高さに対して幅を広くし,丘陵が緩くなることは単に津波力に安定であることばかりでなく,後述する植栽と合わせて避けたい従来からのコンクリート景観を改善すること.また海浜公園として利用が可能であり,防災丘陵の断面形が緩やかな勾配であって幅広に設計していることは,海浜部からの臨海公園としての利用を促すことになる.植栽によって海水浴や海浜レジャーのために木陰を提供することにより憩いの場の機能をも発揮する.これらの性質は,従来の海岸堤防には皆無の発想であって,内部に広域避難地となるコンクリートケーソン構造物が埋設してあるから可能となっている.
<4>防災丘陵が不連続な状態であっても防災機能を発揮
防災丘陵が工事途中であって不連続な状況にあっても,堤体の上層の二階部は広域避難地として本来の防災対策に活用することができる.この任意の工事時期においても防災機能を発揮することは,現在の多くの臨海都市にとって既存の避難対策に無い長所であり,当面に急ぐ防災措置として必要な性質であって,極めて有効であると考える.
<5>都市交通問題への対策
人口の多い都市の海岸においては,背後の市街域の交通渋滞対策として海岸道路が建設されていることが多い,この自動車道を堤体の内部に取り込み,高規格道路として市街域の交通渋滞を緩和することができる.また,防災丘陵が不連続な単体状況にあっても,堤体の下層部分は海岸部に臨海部の都市にとって不足気味の駐車場として有効活用することができる.これらの機能は,内陸部おいて深刻な日常的交通渋滞に対し複合的な改善効果を発揮し,地域の都市環境問題の緩和のために有力な対策となる.
<6>予算確保の方策
津波防災丘陵は,ハードな事業であるから事業費が大きいが,防災丘陵の内部に高規格道路を整備することができるため,国の公共工事の中で極めて突出した予算規模である道路事業を活用する道が開かれる.また,自治体に第一義的な防災対策の責任があることから,防災丘陵の事業の分担や,付属関連施設の整備について,内閣府が支援する起債も併用すると良いと考える.
By planning and designing the present invention so as to have the following multi-purpose functions, it exerts a multi-purpose effect of alleviating drastic improvement and urban problems by hardware such as hill built-in wide area refuge as a disaster prevention measure against tsunami be able to.
<1> Providing a safe evacuation area in the coast of flatland.
A disaster prevention hill structure internally equipped with a function to provide a large-scale evacuation area for safe emergency evacuation to people visiting for a variety of purposes near the coast where evacuation time is short and evacuation is difficult To do. In this way, it is an effective drastic measure by hardware that prevents the expansion of human damage of a terrible scale even during a large-scale vacation season, and it is a disaster prevention measure that demonstrates the investment effect by multipurpose use.
<2> Tsunami disaster prevention hills The tsunami disaster prevention hills do not overflow even if it overflows It realizes that tsunami disaster prevention hills are the height of the scale that the tsunami does not overflow, even if it overflows, even if it is a conventional coastal dike Concrete caisson is buried in the disaster prevention hill so as not to destroy it, and the wide-area refuge in the hill is safe. In addition, if disaster prevention hills are continuously completed, the whole land side will not be flooded by the tsunami, and in principle it will be possible to completely prevent human damage to residents of the residential area and there will be no need to evacuate. Demonstrate the investment effect of preserving property and social capital throughout the city.
<3> Planting and landscape improvement and function as a beach park It is not only that the cross-sectional shape of the disaster prevention hill widens its width relative to its height and the hill is not only stable to the tsunami force, it will be described later To improve the traditional concrete landscape that you want to avoid in conjunction with In addition, it can be used as a beach park, and the cross-sectional shape of the disaster prevention hill is a gentle gradient and designed to be wide, which promotes its use as a seaside park from the beach area. It also functions as a place of rest by providing shade for sea bathing and beach leisure by planting. These properties are considered to have nothing in the conventional coastal dike, and are made possible because the concrete caisson structure, which will be a large area evacuation site, is embedded inside.
<4> Even if the disaster prevention hill is discontinuous, the disaster prevention function is exhibited Even if the disaster prevention hill is in the process of construction and in a discontinuous situation, the upper floor of the embankment is the original disaster prevention as a wide area refuge It can be used for measures. It is an advantage that existing disaster prevention measures do not have the existing evacuation measures for many current seaside cities, and that it is a necessary property for urgent measures to be taken as a disaster prevention measure, and that it is extremely effective. Think.
<5> Measures against urban traffic problems In the coast of a city with a large population, coastal roads are often constructed as measures against traffic congestion in the city area behind, this expressway is incorporated inside the embankment, high As a standard road, traffic congestion in the city area can be alleviated. In addition, even if the disaster prevention hill is discontinuous, the lower part of the dike can be effectively used as a scarce parking lot for coastal cities in the coastal area. These functions exert complex improvement effects on serious daily traffic jams in the inland area, and are effective measures for alleviating urban environmental problems in the area.
<6> Measures for securing the budget The tsunami disaster prevention hill is a hard project, so the project cost is large, but because it can develop high-standard roads inside the disaster prevention hill, it has been extremely prominent among public works in the country A road is opened to utilize the road project, which is a budget scale. In addition, since the local government is responsible for primary disaster prevention measures, it is recommended that the bond issuance supported by the Cabinet Office be used in conjunction with sharing of business in the disaster prevention hills and maintenance of related facilities.

発明に関わる防災丘陵の基本断面形を説明する図である.(実施例1)It is a figure explaining the basic cross-sectional shape of the disaster prevention hill concerned with invention. Example 1 河口付近等における防災丘陵の地盤改良が必要な場合の最も総合的な基本形を表す図である.(実施例2)It is the figure that represents the most comprehensive basic form when the ground improvement of the disaster prevention hill in the estuary etc. is necessary. (Example 2) 松または土地固有種(原始生態)の植栽と洗掘保護のための植栽工を説明する図である.It is a figure explaining planting for pine or land endemic species (primitive ecology) and planting work for scouring protection. 天端の多目的な利用と,越流に対する保護用の逆T型擁壁工を設置した説明図である.It is an explanatory view in which the multipurpose use of the sky end and the reverse T-shaped retaining wall work for protection against overflow are installed. 法尻にコンクリート洗掘対策をした新しい海岸堤防の例であり,想定し得る最大規模の津波に対する施工実例である.ただし,堤体内は従来からの盛り土である.This is an example of a new seawall embankment with concrete scouring measures at the end of the forehead, and is an example of construction for the largest tsunami that can be assumed. However, the embankment is a traditional embankment. 旧来からのレベル2の通常の津波や高潮を想定した一般的な形状の概念図である.It is a conceptual diagram of the general shape supposing the level 2 normal tsunami and high tide from old times. 津波が収斂する部分に波の反射や洗掘防止をする保護工を目的としたテラス型の類似の施工例を示した.防災丘陵の斜面に擁壁を使って階段状に実現した場合に想定される完成風景を示す例である.An example of similar terrace type construction for protection work to prevent wave reflection and scour in the area where the tsunami converges is shown. This is an example showing a completed landscape assumed to be realized in a step-like manner using retaining walls on the slopes of a disaster prevention hill.

図1は、津波防災丘陵の全体断面図を示す.防災丘陵の内部にコンクリート製の横幅の広い躯体構造(通常はケーソンと呼ぶ)の二階部分に,広域避難地となる空間を整備する.この断面構造形式によって広域避難地は津波に対してより安全となる.地震外力や津波波力に対して倒壊しない安定な断面と,津波の波力や想定以上の津波による越流に対しても耐える,断面形・重量と強度を備えた構造形式を実現した. なお,防災丘陵の高さは設計波高とする津波波高によって変化し,本図は津波波高15mの場合である. Figure 1 shows the whole cross section of the tsunami disaster prevention hill. On the second floor of a wide-width concrete frame structure (usually called caisson) inside a disaster prevention hill, a space to be a wide-area refuge will be maintained. This cross section structure makes the evacuation zone more secure against tsunami. We have realized a stable cross-section that does not collapse against external force and tsunami wave force, and a structural form with cross-sectional shape, weight, and strength that withstands the wave force of the tsunami wave and overflow caused by the tsunami more than expected. The height of the disaster prevention hills changes depending on the tsunami wave height, which is the design wave height, and this figure is the case of the tsunami wave height of 15 m.

図2は,一般に河口付近や軟弱地盤の地区に地盤改良を施した場合の多機能な防災丘陵の全体断面図である.構造物を築造すると,場所によっては支持力不足が原因となり自らの荷重により沈下するためである.この対策として必要な地区の場合には,各種の地盤改良工法により上部構造を支え得る地盤に改良する.その基本構造を実現した総合的な例の二番目である.
Figure 2 is a general cross-sectional view of a multi-functional disaster prevention hill where ground improvement is generally performed in the vicinity of an estuary or a soft ground area. When a structure is built, it is because it sinks under its own load due to lack of supporting power in some places. In the case of the area necessary for this measure, we will improve the ground to support the upper structure by various ground improvement methods. It is the second of a comprehensive example that realized the basic structure.

以下に図面を参照しながら、本発明の実施形態ついて詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

<1> 地震動に対する維持・修理
地震動による堤体のひび割れ等の被害が予想されるが,津波に対する耐波構造としてコンクリートケーソン(図1)があるので,従来の海岸堤防よりも強靭であって堤体の津波安全性に支障は無いと考える.津波が来襲した後日の盛り土修理で済む.また,橋梁については地震時の大規模な倒壊・落橋はあるが,当該事業におけるトンネル構造において震災時の大規模な破壊は例を聞かない.
<2>維持管理の財団法人
防災丘陵は,長大であることから維持管理に財団法人を設立し,広域避難地としての備品・備蓄の管理,空間利用料・借地収入,駐車場の収入や維持管理,丘陵堤体の維持管理,植栽の手入れ等を分担する組織,あるいは連携協議体等の運営組織が必要である.
<3>広域避難地としての備蓄機能
臨海部において,内部に広域避難地を整備するのであるから,その基準にしたがって通常の広域避難地以上に大規模な備品と食糧・飲料,医薬品等の収納庫を整備する必要がある.救援事業のためのヘリポートも防災丘陵に整備することが望ましい.
<4>交通ターミナルの運営
日常的な市内交通渋滞を緩和する目的を持ち,バスターミナル(或いはトラム駅),道の駅等の協議体を設立し,都市計画的な配慮をした津波防災丘陵の運営が必要である.これらは大きな事業であるから,別途の組織とし,運営の協議体の場が必要となる.
<5>駐車場の管理体制
堤体内の大規模な駐車場(図1)の管理については,海水浴客,観光客,海浜レジャー客等の多くの利用が考えられ,駐車場のみの管理体制が必要と考えられる.現在において存在する組織を拡大的に活用することが考えられる.
<6>丘陵の植栽化と公園利用
防災丘陵上の植栽化(図3)は,自然環境の保全の視点に立てば当該丘陵の規模から判断して,市民の欲する良き自然環境となるよう努めて配慮し,事業化に当たって要の一つとなると考えられる.前述した海浜公園としての芝生による被覆保護の他に,海岸の景観(白砂青松)として良く知られる松林や,根系が深く張り地元の原始生態系の一つであるシイ(椎)を植栽(植物生態学者の宮脇昭横浜国大名誉教授の推奨)し,津波の流速から防災丘陵の表面を保護する減勢工の働きも兼ねることとする.例えば,津波の多い太平洋岸の海岸の丘陵部には多数の山桜が自生して山全体が霞むような桃源郷になることから,海浜公園の内部に長寿な山桜を一部に取り入れることなど,地元の景観になじませるばかりでなく,防災丘陵について環境創造の視点も必要である.
<7>地盤改良と維持管理
河口付近や軟弱地盤に構造物を築造すると,自らの荷重により沈下する.そのため,必要な場合には図2(2番目の総合図)に示す通り地盤改良する.しかし,コンクリート躯体(ケーソン)を横長として接地圧を小さくし自重によって沈下するのを抑制していても,一級河川の場合のように大規模な河口の周辺の場合には,サンドコンパクションや置換砂ばかりでなく,本格的な注入固化や深層混合処理等の地盤改良工法によって,防災丘陵の天端が沈下するのを防止せねばならない.天端が設計以下の高さとなり,越流する問題を未然に防止せねばならないからである.また,沈下した場合には嵩上げによる復旧という維持管理をすることになる.
<8> 沈下定期観測と維持補修
コンクリートケーソンが構造主体であるから,基礎については割栗石を敷きならすことによって荷重を平均的に分散させて地盤への接地荷重を小さくし,当該丘陵の沈下を防ぐ.広く港湾工事に使用されているこの技術を防災丘陵の陸上工事に応用する.沈下については定期的な天端高さの観測や,問題となる工事地区においては既述している逆T型擁壁等による丘陵高さの保持・復旧が,越流防止のために必要となる.
<9>雨水の排水管理
防災丘陵の占める面積が大きいことから降雨に対して十分な排水施設(U字溝,排水路等)を両斜面に整備する必要がある.また,堤体下端に雨水が排水溝を経て集中することから,排水路の断面・勾配を適切に設計する必要がある.
<10>雨水に対する法面保護
防災丘陵の平面断面積が大きいため,長さ方向に不連続な単体の断面形であっても,部分完成した時点において,種子吹き付けや被覆用の草植物等によって,雨水による表土侵食を抑止せねばならない.
<11>河口堰との連携した津波防御
河口部とその堰については,津波の遡上が顕著であることが知られており.東日本太平洋沖地震による津波震災後に改定された新しい堰の設計基準に従い,使用鋼材の強度・安全率の増大,基本操作の確保,高台電源や多重防護の確保等の強靭な基準に基づいた堰を同時に整備すること.津波に対して弱点となり易い堰が,津波遡上によって破壊された場合には,堰付近から上流の堤防を乗り越えて津波防災丘陵の背後に津波が回り込み,人的被害と経済的損失が拡大するためである.
<12>盛り土材料の確保と土工
津波防災丘陵を築造する際に,ケーソン部分を除いた丘陵堤体(図1)の盛り土材料を大量に必要とする.防災丘陵の設計高さは,平均海面からの高さであって,自然な砂丘状の高まり部においてはその高さを削ることができるが,高潮や自然排水等を考慮し,たとえば1〜2m程度の標高を残した部分を掘削し,盛り土材料とすることができる.土工の施工原則である盛り土材料の輸送距離を短くせねばならない.すなわち努めて近場から土砂を採取する.
<13> 基礎割石の石山と割栗石の確保
河口付近の様にシルト系の軟弱地盤がある場合に備えて,コンクリートケーソンの基礎に割栗石を敷き均しながら地盤への荷重を分散させる必要がある(図2).ケーソンが長年の間に沈下し,これによる堤体の天端高が低くなり,津波に対する設計時の高さを満たさず危険側への変形となるためである.この基礎工事に必要な石材として,海岸近くの岩山から基礎石となる割栗石を相当規模で海上運搬し,工事地域に陸揚げして敷き詰めた後,凹凸を均さねばならない.コンクリートケーソンの沈下の抑制と岩の突出部によるケーソン底面の破損をまねき易いためである.ただし,工事量としては盛り土の土工ほど大きくはないが,石材を切り出す採石山の地理的位置や距離が重要となる.また工事のために,工事現場の近くの海岸部に石材の陸揚げ施設が必要となる.
<14>採石場の跡地利用と防災丘陵工事の採算性向上
軟弱地盤における防災丘陵の基礎の割栗石の確保にあたっては,小規模といえども山を平坦にする規模であるので,通常は土地造成を兼ねて採石場を住宅地用土地造成と兼ねた跡地利用をすることにより,防災丘陵工事の採算性を高めるのが適切である.そのため当該都市の都市計画との整合を図るのが望ましい.
<15>地盤改良用の置換砂の確保
地盤改良に使用する割栗石の下の置換砂(図2)については,不足する良質な山砂を確保する必要がある.例えば,首都圏については房総半島に大量の砂資源があることから,砂の確保はベルトコンベアーと土運船によって工事現場の海岸まで輸送することが必要であり,比較的に容易である.
<16>コンクリートケーソン製作方式
コンクリートケーソンは現場施工か,フローティングドックあるいは既存の港湾等にあるケーソンヤードで建設し,クレーン或いはこのヤードに注水し,台船に乗せるか或いはケーソンを海上に浮上させて曳航し,現場に輸送する方式を採用する.
<17>工法の難度と完工後の改良補強
当該防災丘陵の施工方法は,基本構造がコンクリートケーソン(図1,四角な格子状の壁構造を持つ躯体)であることから,既存の広く建設例が存在する工法であって,既に経験豊富な構造体の工法である.また,荷重分散のためにケーソンの基礎に敷く割栗石や,更に下部の置換砂による地盤改良についても,多数の施工例があることを付記し,工法は容易である.一方で,津波の海岸部における津波高は防災丘陵の長さ方向に一様ではなく,震源域の位置と規模,そして湾の形状に依存する.従って,新たに発生した津波による当該津波防災丘陵の海側堤体表面に残った痕跡や部分的被害等に基づき,これらの部分に図6に示す階段テラス状の庭園等の整備により,津波の反射や越流抑止を図る工法を採用し,完成後の防災丘陵の海側丘陵表面を補強することが将来に考えられる.この津波高が一様ではない問題は,完成後の防災丘陵の維持管理において難度の高い補強と改良工法となる.
<18>不連続な単体の場合における丘陵端への措置
当該防災丘陵が不連続な単体の場合には,丘陵端部について計画に応じ盛土・洗掘防止等や植栽による景観対策を施すこと.
<1> Maintenance and repair due to earthquake motion Damage such as cracks of the levee due to seismic motion is expected, but because there is a concrete caisson (Fig. 1) as a wave protection structure against tsunami, it is stronger than the conventional coastal dike and the levee There is no problem with the tsunami safety of After the tsunami strikes, we will be able to repair it on the day after. As for bridges, there are large-scale collapses and collapses at the time of earthquake, but there is no example of large-scale destruction at the time of earthquake disaster in the tunnel structure in the project.
<2> The foundation disaster prevention hill of maintenance management establishes a foundation for maintenance because it is long, and management of equipment and storage as a large area refuge area, space fee, lease income, income and maintenance of parking lot Organizations that share management, maintenance and management of hilly dams, maintenance of planting, etc., or management organizations such as cooperative councils are required.
<3> Storage function as a wide area refuge area Because a wide area refuge area is maintained inside in the coastal area, large-scale equipment and storage of food, beverages, medicines, etc. over ordinary wide area refuge areas according to the standard It is necessary to maintain the warehouse. It is desirable to maintain the heliport for relief work in the disaster prevention hill.
<4> Operation of traffic terminal With the purpose of alleviating the city traffic jam on a daily basis, we established consultation body such as bus terminal (or tram station), road station, etc. Tsunami disaster prevention hill where city planning consideration was considered It is necessary to manage Since these are large projects, they need to be separate organizations and have a forum for operation.
<5> Management system of parking lot About management of a large-scale parking lot (figure 1) in a levee body, many uses such as a bather, a tourist, a beach leisure visitor are considered, and a management system of only a parking lot It is considered necessary. It is conceivable to make extensive use of existing organizations.
<6> Planting of hills and use of parks for disaster prevention planting on hills (Fig. 3) is a good natural environment that citizens want, judging from the scale of the hills from the viewpoint of conservation of natural environment It is thought that it will be one of the important points in commercialization by making efforts in consideration. In addition to the above-mentioned lawn protection as a beach park, we planted a pine forest well-known as a coastal landscape (white sand and blue pine) and Shii (Shii) which is one of the primitive ecosystems of the local area. Akira Miyawaki, a plant ecologist, recommended by Professor Emeritus of the Yokohama National University), and will also work as an energy-saving work to protect the surface of the disaster-prevention hill from the flow velocity of tsunami. For example, since many mountain cherry trees are naturally grown in the hilly area on the coast of the Pacific coast where many tsunamis occur, and it becomes a Taoyuan Town where the whole mountain is covered, including incorporating long-lived mountain cherry trees into the beach park In addition to adapting to the landscape of the city, it is also necessary to have a perspective on creating an environment for disaster prevention hills.
<7> Ground improvement and maintenance When a structure is built near the estuary or soft ground, it sinks under its own load. Therefore, if necessary, the ground will be improved as shown in Figure 2 (the second comprehensive map). However, even if a concrete body (caisson) is made long horizontally and the contact pressure is reduced to suppress sinking by its own weight, in the case of a large estuary like in the case of a first grade river, sand compaction or substituted sand Not only that, it is necessary to prevent the sinking of the top of the disaster prevention hill by ground improvement methods such as full-scale injection solidification and deep mixing treatment. The height of the sky end is below the design, and it is necessary to prevent overflow problems in advance. In addition, if it sinks, it will be maintained and managed by recovery by bulking.
<8> Settlement regular observation and maintenance repair Since concrete caisson is the main component of the structure, the load is distributed on the average by spreading the cobble stone on the foundation to reduce the ground contact load to the ground, and the settlement of the hill prevent. This technology, which is widely used for port construction, is applied to land construction for disaster prevention hills. Periodical observation of the crest height for settlement, and maintenance / restoration of hill height by the reverse T-shaped retaining wall described in the construction area in question are necessary to prevent overflow Become.
<9> Drainage Management of Rainwater Because the area occupied by disaster prevention hills is large, it is necessary to maintain drainage facilities (U-shaped ditch, drainage channel, etc.) sufficient for rainfall on both slopes. In addition, since rainwater is concentrated at the lower end of the levee through the drainage ditch, it is necessary to design the section and slope of the drainage channel appropriately.
<10> Slope protection against rain water The large cross-sectional area of the disaster prevention hill, even if the cross-sectional shape of a single unit discontinuous in the length direction, at the time of partial completion, by planting grass for seed spraying or covering, etc. Therefore, we must suppress the topsoil erosion by rainwater.
About tsunami protection estuary in cooperation with <11> Kawaguchi Pass and its flood, it is known that the upstream of a tsunami is remarkable. Based on strong criteria such as increase of strength and safety factor of used steel materials, securing of basic operation, securing of high-level power supply and securing of multiple protection, etc., in accordance with the design criteria of new fences revised after tsunami earthquake caused by East Japan Pacific Ocean earthquake Maintain at the same time. If a weir vulnerable to the tsunami is destroyed by the tsunami run-up, the tsunami will go over the levee from the vicinity of the weir to the back of the tsunami disaster prevention hill, and human damage and economic loss will increase It is because.
<12> Securing embankment materials and constructing earthworking and tsunami disaster prevention hilly areas require a large amount of embankment materials for hilly dams (Fig. 1) excluding caisson parts. The design height of the disaster prevention hill is the height from the average sea level, and the height can be reduced in the natural sand dune-like height, but considering the storm surge, natural drainage, etc. It is possible to excavate the area left with a certain degree of elevation and use it as the fill material. It is necessary to shorten the transportation distance of the embankment material which is the construction principle of the earthwork. In other words, we try to collect soil from near area.
<13> It is necessary to spread load on the ground while spreading the stone on the foundation of the concrete caisson in preparation for the presence of the soft ground of the silt system as in the vicinity of the estuary of the stone foundation of the base split stone and the estuary of the split stone There is (Figure 2). This is because the caisson sinks for many years and the height of the top of the levee becomes low due to this, and the height at the time of design against the tsunami is not satisfied, resulting in the deformation to the dangerous side. As a stone material necessary for this foundation work, it is necessary to carry sea urchin from the rocky area near the seashore on a considerable scale by sea, and land it in the construction area, and then level the unevenness. This is because it is easy to prevent the subsidence of the concrete caisson and damage to the bottom of the caisson due to the protrusion of rock. However, the amount of work is not as large as the earthwork of the embankment, but the geographical position and distance of the quarry from which stone material is cut becomes important. In addition, for the construction work, stone landing facilities will be needed on the shore near the construction site.
<14> Use of the ruins of quarry and improvement of profitability of disaster prevention hill construction In securing fracture stone of foundation of disaster prevention hill on soft ground, it is the scale to flatten the mountain even if it is small scale, usually land construction It is appropriate to improve the profitability of disaster prevention hill construction by using the ruins which combines the quarry with the land preparation for residential area. Therefore, it is desirable to be consistent with the city plan of the city concerned.
<15> Securing displacement sand for ground improvement With regard to displacement sand under broken stone used for ground improvement (Fig. 2), it is necessary to secure insufficient high-quality mountain sand. For example, since there is a large amount of sand resources in the Boso peninsula in the metropolitan area, it is relatively easy to secure sand by transporting it to the shore of the construction site by means of a conveyor belt and a cargo ship.
<16> Concrete caisson production method Concrete caisson is built in the field or built in a floating dock or a caisson yard in an existing port, poured into a crane or this yard, placed on a boat or raised the caisson to the sea Towing and transport to the site will be adopted.
The difficulty of the <17> construction method and improvement and reinforcement after completion The construction method of the disaster prevention hill concerned is that the basic structure is a concrete caisson (Fig. 1, a frame with a square grid-like wall structure). Is a method of construction where there is an already experienced structure. In addition, it is noted that there are many construction examples for ground improvement with crushed stone that is laid on the foundation of caisson for load distribution, and further substitution sand at the lower part, and the method is easy. On the other hand, the tsunami height in the coastal area of the tsunami is not uniform along the length of the disaster prevention hill, and depends on the location and size of the epicenter, and the shape of the bay. Therefore, based on the trace or partial damage left on the sea-side bank surface of the relevant tsunami disaster prevention hill due to the newly generated tsunami, the maintenance of the terrace terrace garden shown in FIG. In the future, it is conceivable that the sea side hill surface of the disaster prevention hill will be reinforced by adopting a method to prevent reflection and overflow. The problem of uneven tsunami height is the highly difficult reinforcement and improvement method in the maintenance and management of disaster prevention hills after completion.
Measures to the hill edge in the case of <18> discontinuous simple substance If the said disaster prevention hill is discontinuous single substance, according to the plan, the landscape measures by the embankment and scooping prevention etc. and planting are carried out about the hill edge part .

Claims (7)

格子構造を有するコンクリートケーソンと、
前記コンクリートケーソンの頂部上に設けられた逆T型形状を有する逆T型擁壁と、
前記コンクリートケーソンと前記擁壁を埋め込む盛土と、を備え、
前記コンクリートケーソンは、1階部に高規格道路を備え、2階部に広域避難地を備えており、
前記コンクリートケーソンの陸方向への底面の幅が、当該底面からの高さよりも大きくなるように設置されており、
前期盛土の法面の一部は、階段状のL型擁壁から構成されていることを特徴とする防災丘陵。
Concrete caisson with lattice structure,
An inverted T-shaped retaining wall having an inverted T-shape provided on top of the concrete caisson,
The concrete caisson and an embankment in which the retaining wall is embedded;
The above-mentioned concrete caisson has a high standard road on the first floor and a wide area refuge on the second floor .
The width of the bottom surface of the concrete caisson in the land direction is set to be greater than the height from the bottom surface,
A part of the slope of the embankment in the first half is composed of a step-like L-shaped retaining wall.
前記盛土の陸側の斜面に、前記広域避難地に接続された出入り口用斜路が設けられていることを特徴とする請求項1に記載の防災丘陵。 The slope for the entrance and exit connected to the said wide area refuge place is provided in the slope by the side of the land of the said embankment, The disaster prevention hill of Claim 1 characterized by the above-mentioned. 前記逆T型擁壁は、少なくとも2個以上設置されており、
前記逆T型擁壁は、互いにタイロッドで連結されていることを特徴とする請求項1及び2に記載の防災丘陵。
At least two or more reverse T-shaped retaining walls are installed,
The said reverse T-shaped retaining wall is mutually connected by the tie rod , The disaster prevention hill of Claim 1 and 2 characterized by the above-mentioned.
盛土の法面に植栽がされていることを特徴とする請求項1〜3のいずれか1項に記載の防災丘陵。 The disaster prevention hill according to any one of claims 1 to 3 , wherein planting is carried out on the slope of the embankment . 前記盛土の斜面にL型擁壁を備え、
前記盛土の斜面が階段状に形成されていることを特徴とする請求項1〜4のいずれか1項に記載の防災丘陵。
An L-shaped retaining wall is provided on the slope of the embankment,
The slope of the said embankment is formed in step shape , The disaster prevention hill of any one of the Claims 1-4 characterized by the above-mentioned.
前記盛土の陸側の斜面の一部に、前記高規格道路に接続された施設を備えたことを特徴とする請求項1〜5のいずれか1項に記載の防災丘陵。 The disaster prevention hill according to any one of claims 1 to 5 , wherein a part of the slope on the land side of the embankment is provided with a facility connected to the high standard road . 割栗石を含む基礎工部をさらに備え、
前記コンクリートケーソンは、前記基礎工部上に設置されていることを特徴とする請求項1〜6のいずれか1項に記載の防災丘陵。

It is further equipped with a foundation department that includes a stone cobble stone ,
The said concrete caisson is installed on the said foundation part, The disaster prevention hill of any one of Claims 1-6 characterized by the above-mentioned.

JP2018095381A 2018-05-17 2018-05-17 Cross-sectional shape of tsunami disaster prevention hill and wide-area refuge area and multi-purpose function prepared inside hill Active JP6541012B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018095381A JP6541012B1 (en) 2018-05-17 2018-05-17 Cross-sectional shape of tsunami disaster prevention hill and wide-area refuge area and multi-purpose function prepared inside hill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018095381A JP6541012B1 (en) 2018-05-17 2018-05-17 Cross-sectional shape of tsunami disaster prevention hill and wide-area refuge area and multi-purpose function prepared inside hill

Publications (2)

Publication Number Publication Date
JP6541012B1 true JP6541012B1 (en) 2019-07-10
JP2019199763A JP2019199763A (en) 2019-11-21

Family

ID=67212180

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018095381A Active JP6541012B1 (en) 2018-05-17 2018-05-17 Cross-sectional shape of tsunami disaster prevention hill and wide-area refuge area and multi-purpose function prepared inside hill

Country Status (1)

Country Link
JP (1) JP6541012B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021125172A1 (en) * 2019-12-20 2021-06-24 正通 亀井 Flood-resistant facility equipped with flood-resistant barrier

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7098035B1 (en) 2021-07-12 2022-07-08 喜裕 平尾 How to use the building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021125172A1 (en) * 2019-12-20 2021-06-24 正通 亀井 Flood-resistant facility equipped with flood-resistant barrier
JP2021099011A (en) * 2019-12-20 2021-07-01 正通 亀井 Flood disaster resisting facility with flood resisting wall
CN114787466A (en) * 2019-12-20 2022-07-22 龟井正通 Flood prevention facility with flood prevention enclosure wall
CN114787466B (en) * 2019-12-20 2024-05-24 株式会社蓝地商业 Flood protection facility with flood protection enclosure

Also Published As

Publication number Publication date
JP2019199763A (en) 2019-11-21

Similar Documents

Publication Publication Date Title
Pilkey The North Carolina shore and its barrier islands: restless ribbons of sand
JP4972754B2 (en) Seismic storage dike and its installation method
Olson et al. The effects of 2011 Ohio and Mississippi river valley flooding on Cairo, Illinois, area
JP6541012B1 (en) Cross-sectional shape of tsunami disaster prevention hill and wide-area refuge area and multi-purpose function prepared inside hill
Anderson Amphibious Architecture Living with a Rising Bay
Nakajima et al. A new concept for the safety of low-lying land areas from natural disasters
Coch et al. Effects of Hurricane Hugo storm surge in coastal South Carolina
Griffis Engineering failures exposed by Hurricane Katrina
Lavrov et al. Flood risk in Saint Petersburg, Russia: History and modern times
Barnes et al. The Lincolnshire coastline and the 1953 storm flood
Herrington Manual for coastal hazard mitigation
El Gayar Impact assessment on water harvesting and valley dams
Nakajima et al. Water city as solution to escalating sea level rise in lower-lying land areas
Igualt Urban Waterfront Rehabilitation In Pelluhue County, Chile
Ganguly et al. Protection of Transmission Line Towers during Landslides-A Case Study
Ganiron Jr Environmental flood protection dikes
Nakajima et al. A new concept for lower-lying land areas and coastal villages safe from natural disasters
Igualt Urban waterfront rehabilitation in Pelluhue County, Chile affected by the chile 2010 earthquake and tsunami
Nakajima et al. A proposal for a floating urban communities in the man-made inlets
Keith Disaster management and response: a lifelines study for the Queenstown Lakes District
Birch et al. Jefferson Parish, New Orleans Region, Louisiana
Mossop New Orleans, Coastal City
Kaneko New Designs for Coastal Levees as Stable and Safe Structures Against Un expected Sizes of Tsunami, Storm Surges, and River Flooding-Emerging Disasters by Historical M9 Earthquakes and Super Typhoons around Coastal Mega Cities for Human Habitats in Modern Era
Kaneko New Countermeasures for Coastal Levees as Stable and Safe Structures against Unexpected Sizes of Tsunami, Storm Surges, and River Flooding-To Cope with Emerging Disasters by Historical Earthquakes and Super Low Pressures around Coastal Mega Cities for Human Habitats in Hazardous Era
Charlier et al. To feed or not to feed, that is often the question

Legal Events

Date Code Title Description
A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20180521

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180528

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20180528

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180726

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20180809

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20181106

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20181219

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190110

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190227

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190521

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190529

R150 Certificate of patent or registration of utility model

Ref document number: 6541012

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S201 Request for registration of exclusive licence

Free format text: JAPANESE INTERMEDIATE CODE: R314201

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250