JP6524426B2 - Disaster prevention shelter - Google Patents

Disaster prevention shelter Download PDF

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JP6524426B2
JP6524426B2 JP2015229138A JP2015229138A JP6524426B2 JP 6524426 B2 JP6524426 B2 JP 6524426B2 JP 2015229138 A JP2015229138 A JP 2015229138A JP 2015229138 A JP2015229138 A JP 2015229138A JP 6524426 B2 JP6524426 B2 JP 6524426B2
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evacuation pit
disaster prevention
evacuation
protective
pit
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JP2017089359A (en
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藤原 充弘
充弘 藤原
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有限会社フジカ
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

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Description

本発明は、火山噴火災害や土砂災害を含む各種災害から身を護るための防災シェルターに関する。  BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a disaster prevention shelter for protecting people from various disasters including volcanic eruption disasters and landslide disasters.

近年、地震災害に対する危険性の認識度の高まりから住人自らの身を護るため防災シェルターを設置する家屋が増えてきている。
そうした防災シェルターのうち有効に防護機能を発揮するものの一例が下記特許文献1に開示されている。
In recent years, there has been an increase in the number of houses for which disaster prevention shelters are installed to protect the residents themselves due to the increased awareness of the risk of earthquake disasters.
One example of such a disaster prevention shelter that effectively exerts a protective function is disclosed in Patent Document 1 below.

特許第5167505号Patent No. 5167505

特許文献1に開示されたものは、内部に就寝用品が設置され該就寝用品上で就寝する人を地震時の家屋倒壊から防護するための鉄骨枠組式の防災シェルターで、2本の支柱部分とその上部間をつなぐ上枠部分および支柱部分の底部間をつなぐ底枠部分とにより上部が窄まった台形枠状に形成されて就寝用品の長手方向前後に対向状に立設配置される一対の主枠と、就寝用品の一側に対応する開放状の出入口側に対する奥側の面と前後一対の上枠部分間をつなぐ天面とに渡架される防護枠体とを有するものであり、前記主枠は、出入口側の支柱部分と上枠部分とが曲げ部分を介する一体成形品とされるとともに残る奥側の支柱が直線パイプの別体もので前記上枠部分の奥側の端部に斜めに交差する状態で一体連結され、前記防護枠体は、側面防護枠と天面防護枠との2つの枠体に分けて形成されて、側面防護枠は、前記直線パイプでなる支柱の前後間をこれら支柱に平行に添うものとして取り付けられ、天面防護枠は、前後一対の上枠部分間をこれら上枠部分に平行に添うものとして取り付けられていることを特徴とする防災シェルターである。
ここに開示された防災シェルターは、奥側および天面の双方に防護枠体を備えているため地震崩壊に対しては有効に防護機能を発揮し得るものとされている。
ところで、この防災シェルターは、奥側と天面に防護枠体を備えてあるだけでその他の面、すなわち、前面・側面・底面について防護枠体のない開放型とされているため、土砂災害危険・警戒区域内の家屋内に設置した場合を想定すると、先般異常気象に伴い発生した土石流やがけ崩れなどの土砂災害に対しては防護機能を有効に発揮することができないだけでなく、広く火山噴火対策用として火山に設置する場合にも防護機能を有効に発揮できない。
そこで、本出願人は、前後を閉じた円筒型とし内部を避難空間とするとともに出入り扉を備えてなるスチール製の防災シェルターを先に提案した。このシェルターは、前後を閉じた円筒型をしているので、強度が高くて安全度が高いものであるが、製作費用が高くつくだけでなく一体型であるからまとめて火山斜面など現場に設置するための費用も多大にかかり、実施する上で不都合であり、また密閉型にしておくと災害が想定以上の規模となった場合に外部に戻れるかどうか疑わしいものとなる。
What was disclosed in Patent Document 1 is a steel frame type disaster prevention shelter for installing a sleeping product inside and for protecting a person who goes to bed on the sleeping product from house collapse at the time of an earthquake. The upper frame portion connecting between the upper portions and the bottom frame portion connecting between the bottom portions of the support portions are formed in a trapezoidal frame shape whose upper portion is narrowed, and a pair of standingly disposed oppositely in the longitudinal direction of the sleeping product It has a protective frame which is bridged over the main frame, the surface on the back side to the open entrance side corresponding to one side of the sleeping product, and the top surface connecting the pair of upper frames in front and rear, In the main frame, the column portion on the inlet / outlet side and the upper frame portion are integrally formed through the bending portion, and the remaining column on the back side is a separate straight pipe and the end portion on the back side of the upper frame portion Are integrally connected in a diagonally crossing state, the protective It is divided into two frames of a frame and a top surface protection frame, and the side surface protection frame is attached in parallel with the front and rear columns of the straight pipe, and the top surface protection frame is And a pair of front and rear upper frame portions attached in parallel to the upper frame portions.
The disaster prevention shelter disclosed herein is provided with a protective frame on both the back side and the top surface, and is considered to be able to effectively exhibit a protective function against earthquake failure.
By the way, this disaster prevention shelter is provided with a protective frame on the back side and the top surface, and it is an open type with no protective frame on the other side, that is, the front, side, and bottom,・ Assuming that it is installed indoors in a caution area, it can not only effectively demonstrate its protection function against sediment disasters such as debris flow and landslides that occurred with the recent abnormal weather, but it also widely Even when installed on a volcano as a countermeasure, the protective function can not be exhibited effectively.
Therefore, the present applicant has previously proposed a steel disaster prevention shelter which has a cylindrical shape whose front and rear sides are closed and which has an inside as an evacuation space and is provided with an access door. This shelter has a cylindrical shape with closed front and back, so it is high in strength and high in safety, but it is not only expensive to produce but also integrated, so it is installed on sites such as volcanic slopes. The cost of doing so is very expensive, it is inconvenient to carry out, and if it is sealed, it will be doubtful whether it will be possible to return to the outside if the disaster becomes larger than expected.

本発明は、このような問題を解決しようとするものであり、製作費が嵩まずまた火山現場への搬送・設置費も分割搬送により容易くかつ安価に済むようになるとともに災害からの防護が確実でありしかも災害後の外部への逃げ易さが確保されやすいようになっている防災シェルターを提供することを目的とする。  The present invention is intended to solve such a problem, and the production cost is low, and the transportation / installation cost to a volcano site can be easily and inexpensively divided by division transportation, and protection from disasters is assured. In addition, it aims at providing a disaster prevention shelter where it is easy to secure the fleeing to the outside after a disaster.

本発明は上記目的を達成するため、請求項1に記載の発明は、火山の斜壁である基盤には、立方体型の凹状をなし上方並びに斜壁の下がり傾斜する方向側が開放型となっている避難ピットが掘設され、その避難ピットの前記下がり傾斜する方向側には地上との間を連絡する階段が設けられ、前記避難ピット上の相対応する側縁上には長手を斜壁の傾斜する方向に向けて側受梁が固定されるとともに、これら一対の側受梁上間には、避難ピット上を通るように複数本の横梁が架設され、これら横梁上には、避難ピット上を覆うように複 数分割型の防護ルーフが配備されるとともに、防護ルーフ上並びに側受梁と横梁とがつくる構築体の外周りである基盤上には、階段側を除いて、火山石である緩衝用材が積層設置されてなる。 In order for the present invention to achieve the above object, the invention according to claim 1 forms a cube-shaped concave on the foundation which is the oblique wall of the volcano, and the upward and downward inclined side of the oblique wall is open. An evacuation pit is excavated, and on the downward slope side of the evacuation pit, a step is provided to communicate with the ground, and on the corresponding side edge on the evacuation pit, a longitudinal wall is formed. The side support beams are fixed in the direction of inclination, and a plurality of cross beams are constructed so as to pass over the evacuation pit and between the pair of side support beams. with protective roof multiple split is deployed so as to cover the, on the basis an outer circumference of the protective roof and side receiving beam and cross beam and is made construct, with the exception of the stairs side, with volcanic stone A buffer material is laminated and installed.

上述したように本発明は、火山の斜壁である基盤には、立方体型の凹状をなし上方並びに斜壁の下がり傾斜する方向側が開放型となっている避難ピットが掘設され、その避難ピットの前記下がり傾斜する方向側には地上との間を連絡する階段が設けられ、前記避難ピット上の相対応する側縁上には長手を斜壁の傾斜する方向に向けて側受梁が固定されるとともに、これら一対の側受梁上間には、避難ピット上を通るように複数本の横梁が架設され、これら横梁上には、避難ピット上を覆うように複数分割型の防護ルーフが配備されるとともに、防護ルーフ上並びに側受梁と横梁とがつくる構築体の外周りである基盤上には、階段側を除いて、火山石である緩衝用材が積層設置されてなるので、製作費が嵩まずまた火山現場への搬送・設置費も分割搬送により容易くかつ安価に済むようになるとともに災害からの防護が確実でありしかも災害後の外部への逃げ易さが確保されやすいようになっている防災シェルターを提供することができる。As described above, according to the present invention, an evacuation pit having a cube-shaped concave shape and having an open upper side and a downward sloping direction side of the oblique wall is excavated on the foundation which is the oblique wall of the volcano, and the evacuation pit A step is provided on the downhill side of the slope to communicate with the ground, and on the corresponding side edge on the evacuation pit, the side support beam is fixed with its longitudinal direction directed to the slope of the slanted wall At the same time, a plurality of cross beams are installed between the pair of side beams so as to pass over the evacuation pit, and on these cross beams, a multi-divided protective roof is provided to cover the evacuation pit. Since the buffer material which is a volcanic stone is laminated and installed on the base which is deployed and on the protective roof and the outer circumference of the structure which side beams and cross beams form, except for the stairs side , The cost is low, and the transportation and installation costs to the volcano site It is possible to provide a disaster shelter escape easily the easily by split conveyor and with less expensive in requiring such a reliably protected from disasters addition to the outside after the disaster are so likely to be ensured.

本発明の一実施形態を図2のI方向からみた矢視図。FIG. 3 is an arrow view of an embodiment of the present invention as viewed in a direction I in FIG. 図1のII−II線断面図。II-II sectional view taken on the line of FIG. 図1のIII−III線断面図。III-III sectional view taken on the line of FIG. 他の実施形態を示す防災シェルターの斜視図。The perspective view of the disaster prevention shelter which shows other embodiment. 図4のV−V線断面図。FIG. 5 is a cross-sectional view taken along line V-V of FIG. 4; 図5のVI−VI線断面図。VI-VI sectional view taken on the line of FIG. 図5のVII−VII線断面図。VII-VII sectional view taken on the line of FIG. 図6のVIII−VIII線拡大断面図。The VIII-VIII line expanded sectional view of FIG. 他の実施形態を示す正面からみた断面図。Sectional drawing seen from the front which shows other embodiment. 他の実施形態を示す正面からみた断面図。Sectional drawing seen from the front which shows other embodiment. 他の実施形態を示す防災シェルターの正面からみた縦断面図。The longitudinal cross-sectional view seen from the front of the disaster prevention shelter which shows other embodiment. 他の実施形態を示す図13の平面図。The top view of FIG. 13 which shows other embodiment. 図12のXIII方向からみた矢視図。The arrow line view seen from the XIII direction of FIG. 他の実施形態を示す側断面図。The side sectional view showing other embodiments.

図1ないし図3は水蒸気爆発やマグマ爆発噴火などの火山災害時に伴う噴石や火砕流などの襲来から逃れ避難する人を一時的に護り得るようにした防災シェルターの一実施形態で、これらの図においては防災シェルターを火山の山体斜面に設置した様子を示す。噴石や火砕流などの襲来する方向は図1の右から左に向く矢印で表されている。
1は水蒸気爆発やマグマ爆発噴火など起こす火山の斜壁自体である基盤である。この基盤1は図示7〜10度前後あるいはそれより急な角度をもって形成されており、図1および図2の矢印X方向に下がり傾斜するようになっている。矢印Xは図1の上側に示すようにYあるいはその中間のXY方向として設定されることもあり、さらにその他の方向とされることもある。
1 to 3 show an embodiment of a disaster prevention shelter which can temporarily protect a person who escapes from the incursion such as cinder and pyroclastic flow accompanied by a volcanic disaster such as a steam explosion or a magma explosion eruptive, and these figures Shows the installation of a disaster prevention shelter on the slope of a volcanic mountain. The attacking direction of the cinder and pyroclastic flow is indicated by the arrow from right to left in FIG.
1 is a foundation which is the oblique wall itself of the volcano which causes a steam explosion or a magma explosion and eruption. The base 1 is formed at an angle of about 7 to 10 degrees or steeper than that shown in the drawing, and is inclined downward in the arrow X direction in FIGS. 1 and 2. The arrow X may be set as Y or an intermediate XY direction as shown on the upper side of FIG. 1, or may be set to another direction.

2は基盤1に掘設された避難ピットで、立方体型の凹状をなしてその上方が開放型であるとともに手前開口の前側には地上との間を連絡する階段(登降手段)3が設けられている。同ピット2上の相対応する左右側縁1a、1a上には、硬質ゴムパッドでなる座板4…を介して平行状をなす側受梁5が固定設置されている。この側受梁5はフランジ部を上下に配置したH形鋼で、図示しないアンカーでもって基盤1の側縁1aに打ち込み固定されている。これら左右一対の側受梁5上を介して避難ピット2上を左右に向けて通るように複数本の横梁7が架設されている。これらの横梁7は、H形鋼あるいはI形鋼とされ、そのフランジ部が側受梁5上に乗って止め付けられるようになっている。これらの横梁7…上を介して避難ピット上2を覆うように複数分割型の防護ルーフ8…が脱着可能に取り付けられている。この防護ルーフ8上や上下面にはカーボン繊維・グラスウールマット・セラミックブランケットなどによる高断熱材が設けられることがある。また、防護ルーフ8上には噴石などが飛来してきた場合の緩衝のため火山石などの緩衝用材9…を載せ付けておけば安全防護のために有効である。この緩衝用材9…は、図3に仮想線で示すように、両側部および図1のX側部などに積層設置しておけばより安全度が向上することになる。さらに、横梁7には避難ピット2内に延びて横ずれを防止する突片10を設けておいてもよい。  An evacuation pit 2 is excavated in the base 1 and has a cube-shaped concave shape, the upper side of which is an open type, and on the front side of the front opening is provided a stairs (climbing means) 3 for communicating with the ground. ing. On the left and right side edges 1a, 1a corresponding to each other on the same pit 2, there are fixedly installed side receiving beams 5 in parallel through seat plates 4 made of hard rubber pads. The side receiving beam 5 is an H-shaped steel in which the flange portions are vertically disposed, and is fixed to the side edge 1a of the base 1 by an anchor (not shown). A plurality of cross beams 7 are bridged so as to pass through the evacuation pit 2 right and left via the pair of left and right side receiving beams 5. These cross beams 7 are H-shaped steels or I-shaped steels, and the flanges thereof are adapted to be mounted on the side support beams 5 and fixed. A plurality of split-type protective roofs 8 are detachably mounted so as to cover the top of the evacuation pit 2 via the cross beams 7. A high heat insulating material such as carbon fiber, glass wool mat, ceramic blanket or the like may be provided on the protective roof 8 and on the upper and lower surfaces. Moreover, it is effective for safety protection if buffer materials 9 such as volcanic stone are placed on the protective roof 8 for buffering when cinders and the like come in. If the buffer members 9 are stacked and installed on both sides and the X side of FIG. 1 as indicated by phantom lines in FIG. 3, the degree of safety is further improved. Furthermore, the cross beam 7 may be provided with a projection 10 that extends into the evacuation pit 2 to prevent lateral displacement.

また、避難ピット2内には、その左右側面と底面および奥面にそれぞれ内防護板12…を張り付けて止めアンカー13…で固着しておくようにしてもよい。さらに、避難ピット2の底面には、排水溝14を設けておくこともできる。この防災シェルターには、図5に示すようなガス抜き・空気補給のための空調パイプを付属させることもできる。
この防災シェルターは分割された構成メンバーを空輸して現場で組み立てればよいので、空輸が簡単安全で少ない費用で行えるものとなる。尚、前記階段3はスロープでもよい。この登降手段のある空間の上面開口には開閉蓋を装備してもよい。
In the evacuation pit 2, inner protective plates 12 may be attached to the left and right side surfaces, the bottom surface, and the back surface of the evacuation pit 2, respectively, and may be fixed by fastening anchors 13. Furthermore, a drainage groove 14 can be provided on the bottom of the evacuation pit 2. The disaster prevention shelter can also be equipped with an air conditioning pipe for degassing and refueling as shown in FIG.
Since this disaster prevention shelter can be assembled on the site by air transporting the divided members, air transportation can be carried out easily and safely at low cost. The stairs 3 may be slopes. An open / close lid may be provided at the top opening of the space where the climbing means is located.

図4ないし図8は他の実施形態を示す。この防災シェルターは、火山体表面自体である基盤20に立方体型に掘設された避難ピット21を備えてその内面に内防護板22が張り付け固定されて階段(登降手段)23がその避難ピット21の手前側に設けられるとともに、避難ピット21の左右縁部には、下側の硬質ゴム製緩衝受座25と上側のPCコンクリート製上受座26との重ね材が複数組埋込固定され、これらの上側に底座27を載せてアンカー28で止め付ける形で三角屋根型をしたシェルター本体30が設置されている。  4 to 8 show another embodiment. This disaster prevention shelter is provided with an evacuation pit 21 excavated in a cube shape on a base 20 which is the surface of the volcano itself, an inner protective plate 22 is stuck and fixed on the inner surface thereof, and stairs (climbing means) 23 are evacuation pit 21 And a plurality of overlapping members of the lower hard rubber shock absorbing seat 25 and the upper PC concrete upper receiving seat 26 are embedded and fixed at the left and right edges of the evacuation pit 21. A bottom cover 27 is placed on the upper side of these and a triangle roof type shelter main body 30 is installed by being fixed by an anchor 28.

シェルター本体30は全体がスチール製で、直角三角形の2つの等辺部分が屋根になった形で内外二層で内部に断熱空間を有するものになっている。同本体30は、1辺側に3本のH形鋼製斜梁32…をもち、その斜梁32を本体の長手方向に離間させて配置するとともに、これら斜梁32間を上下複数段の横行梁33…で連結し、さらに室内側断熱板34と室外側断熱板35とを分解自在に取り付けてなる。斜梁32と横行梁33とは、図7に示すように、分割型で連結により一体化できる構造になっている。32aは基部ブラケット、33aは継ぎ片である。また、3本ある中で前後中間の斜梁32と他の前後の斜梁32との間には、図8のような仕切板37が設けられ、この仕切板37の前後にアングル型のルーフ端材38を背合わせ状に当てて挟み付け止着具39を通して締め付けることで分割型の室外側断熱材35の端部が取り付けられるようになっており、前後に配置された室外側断熱材35,35の他端部は斜梁32のフランジ部分に止着具により脱着自在に取り付けられている。  The shelter body 30 is entirely made of steel, and has a roof formed of two equilateral sides of a right triangle as a roof and having an inner and outer heat insulation space inside and outside. The main body 30 has three H-shaped steel diagonal beams 32 at one side, and the diagonal beams 32 are arranged apart in the longitudinal direction of the main body, and a plurality of upper and lower stages between the diagonal beams 32 are arranged. It connects by the cross beam 33 ..., Furthermore, the indoor side heat insulation board 34 and the outdoor side heat insulation board 35 are attached disassemblable. As shown in FIG. 7, the oblique beam 32 and the transverse beam 33 have a structure that can be integrated by division and connection. 32a is a base bracket and 33a is a joint piece. Further, among the three, a partition plate 37 as shown in FIG. 8 is provided between the front and rear middle diagonal beam 32 and the other front and rear diagonal beams 32, and an angle type roof is provided on the front and rear of the partition plate 37. The end of the split-type outside heat insulating material 35 is attached by placing the end pieces 38 in a back-to-back manner and tightening them through the clamping fasteners 39, and the outside heat insulating material 35 disposed back and forth , 35 are detachably attached to the flange portion of the oblique beam 32 by fasteners.

これらでなる骨組み構造は左右に構成されて三角屋根型をしたシェルター本体30が形成されてその左右の底座27を上受座26上に載せ付けるとともにアンカー28を基盤20に打ち込むことで同本体30は固定されている。シェルター本体30の中央には中央板41が設けられ、その下端に上端を取付けられた支持棒42は避難ピット21内に底アンカー43に連結支持されている。尚、44は排水溝、45はガス抜き・空気補給の可能な空調パイプである。空調パイプ45は図1ないし図3の実施形態にも適用することができる。  These frame structures are configured on the left and right to form a shelter main body 30 having a triangular roof shape, and the bottom seats 27 on the left and right are mounted on the upper support 26 and the anchors 28 are driven into the base 20. Is fixed. A central plate 41 is provided at the center of the shelter body 30, and a support rod 42 mounted at its lower end with a top end is connected to and supported by the bottom anchor 43 in the evacuation pit 21. Reference numeral 44 denotes a drainage groove, and 45 denotes an air conditioning pipe capable of degassing / refilling with air. The air conditioning pipe 45 can also be applied to the embodiments of FIGS. 1 to 3.

図4の基盤20は掘設できる場合の例であるが、この基盤20が岩盤など堅い層である場合には図9に示すように避難ピット21なしでシェルター本体30を直接基盤20上に打ち込み固定するようにする。一方、図10に示すように、スタンド47を介して高い位置にシェルター本体30を載せ付け固定して高く広い避難空間を形成するとともに外方からの襲来の防護のための側面防護板48を遮蔽状に配備して構成されている。  The base 20 shown in FIG. 4 is an example where digging can be carried out, but when the base 20 is a hard layer such as rock, as shown in FIG. 9, the shelter main body 30 is directly driven on the base 20 without the evacuation pit 21. Fix it. On the other hand, as shown in FIG. 10, the shelter main body 30 is mounted and fixed at a high position through the stand 47 to form a high and wide evacuation space and shield the side protection plate 48 for protection from outside invasion. Deployed in the form of

前記実施形態は屋根の左右辺が二等辺型のシェルター本体であったが、一方が他方に対し高くなった段差状の斜面部分をもつような図11のような基盤50の場合は、高い側に対応して短辺状に形成して段差の高い側に乗せ掛け固定するようにシェルター本体51を形成し設置する。符号は前記実施形態の場合と同じものを使用する。基本的構造は、図4ないし図8に示すものと同様になっている。52は石積みあるいはコンクリート塊などの防護手段である。  In the embodiment described above, the left and right sides of the roof are isosceles shelter main bodies, but in the case of the base 50 as shown in FIG. 11 in which one has a step-like slope portion higher than the other, the high side The shelter main body 51 is formed and installed so as to be formed in a short side corresponding to the upper side and fixedly mounted on the high side of the step. The reference numerals are the same as in the above embodiment. The basic structure is similar to that shown in FIGS. 4-8. 52 is protective means such as masonry or concrete block.

図12および図13は他の実施形態を示す。同実施形態において54は防災シェルターSの設置される基盤で例えば、左側が火山噴出物などが襲ってくる側で高くなっているが図では全体が水平面として表されている。55はベニヤ板やスチール板などの四角な底板で、基盤54上に固定され、この底板55の4つのコーナーには垂直な支柱56…が立設され、その基部は基盤54内に埋め込み固定されている。各支柱56の周りには表面に耐熱塗料を塗着した廃棄タイヤ57…の複数個が積層配備されるとともに、支柱56の上端を介して平面四角形をした防護ルーフ58が水平状をなして脱着自在に取り付け固定されている。防護ルーフ58は溝型鋼aやフラットバーbなどの複数本を縦横に組み合すとともにその上下に天面材cと底面材dとを配して一体化したものとされる。そして、この防護ルーフ58は支柱56側に脱着可能に固定されている。  12 and 13 show another embodiment. In the same embodiment, the reference numeral 54 denotes a base on which the disaster prevention shelter S is installed. For example, the left side is high on the side where a volcanic material or the like comes in, but the whole is represented as a horizontal surface in the figure. 55 is a square bottom plate such as a veneer board or a steel plate, fixed on the base 54, vertical pillars 56 are erected at four corners of the bottom plate 55, and the base is embedded and fixed in the base 54 There is. A plurality of waste tires 57 having a heat resistant paint coated on the surface thereof are stacked and disposed around each of the columns 56, and the protective roof 58 in the form of a flat square is horizontally detached via the upper ends of the columns 56. It is attached and fixed freely. The protective roof 58 is formed by combining a plurality of grooves steel a, flat bars b, etc. longitudinally and longitudinally, and arranging a top surface material c and a bottom surface material d above and below for integration. The protective roof 58 is detachably fixed to the support 56 side.

水蒸気爆発やマグマ爆発噴火などの火山災害時に伴う噴石や火砕流などの襲来は図示矢印X(左側から)のように想定しており、その災害に対処して、防護ルーフ58のXに対抗する側には上下フック60…を突設して金属製防護メッシュ61を掛張してある。同メッシュ61はその他の面に掛張してもよい。全ての面にメッシュ61を掛張する場合、開閉自在な出入り部を設ける。また、襲来が想定される側には、岩積みやコンクリート防護などの防護手段63を配備してもよい。さらに、図13に破線で示すように、防災シェルターS内に相当する基盤54には、避難ピット64を設けてその内面に内防護板を張って仕上げるようにしてもよい。65は階段(あるいはスロープ)である。前記支柱56は図13に破線で示すように地中に埋め込むようにして強度アップを図るようにしてもよい。また、前記廃棄タイヤ57は、図12に示す襲来側Xにおいて連続配備などの追加的配備をしてより安全な防災シェルターSを構成してもよい。  Invasion of cinders and pyroclastic flow accompanying volcanic disaster such as steam explosion and magma explosion is assumed as illustrated arrow X (from the left side), and the side that opposes X of the protective roof 58 in response to the disaster The upper and lower hooks 60... Are protruded and the metal protective mesh 61 is stretched. The mesh 61 may be stretched on other surfaces. When the mesh 61 is stretched on all the surfaces, an openable / closable entrance / exit is provided. Also, on the side where incursions are expected, protection means 63 such as rock protection and concrete protection may be provided. Further, as shown by a broken line in FIG. 13, an evacuation pit 64 may be provided on the base 54 corresponding to the inside of the disaster prevention shelter S, and an inner protective plate may be stretched on the inner surface thereof. 65 is a stair (or slope). The support post 56 may be embedded in the ground as shown by a broken line in FIG. Further, the waste tire 57 may constitute a safer disaster prevention shelter S by additional deployment such as continuous deployment on the attacking side X shown in FIG. 12.

図14は他の実施形態を示す。同実施形態は、火山体の基盤70が掘り込めないような堅盤である場合の簡略な防災シェルターSの例を示すもので、襲来Xが想定される側に岩石積やコンクリート成形などにより2m以上の高さの防護堰71を形成するとともに、その下流側にはH型鋼などの積層による背面壁72を固定設置し、さらにこの背面壁72と前記防護堰71の上端間に防護梁73の複数本を渡し、その上面に耐熱製の防護覆75を張設してその下方に避難空間を形成してある。74は各アンカーである。  FIG. 14 shows another embodiment. The present embodiment shows an example of a simple disaster prevention shelter S in the case of a hard disk where the base 70 of the volcanic body can not be excavated, and 2 m by means of rock volume or concrete forming on the side where the invasion X is assumed. While forming the protective fence 71 of the above height, the rear wall 72 by lamination of H-shaped steel etc. is fixedly installed in the downstream side, and further, between the rear wall 72 and the upper end of the protective fence 71 A plurality of pipes are provided, and a heat resistant protective cover 75 is stretched on the upper surface thereof, and an evacuation space is formed therebelow. 74 is each anchor.

1…基盤 2…避難ピット 3…登降手段 5…側受梁 7…横梁 8…防護ルーフ。  DESCRIPTION OF SYMBOLS 1 ... Base 2 ... Evacuation pit 3 ... A climbing means 5 ... Side joist 7 ... Cross beam 8 ... Protective roof.

Claims (1)

火山の斜壁である基盤には、立方体型の凹状をなし上方並びに斜壁の下がり傾斜する方向側が開放型となっている避難ピットが掘設され、その避難ピットの前記下がり傾斜する方向側には地上との間を連絡する階段が設けられ、前記避難ピット上の相対応する側縁上には長手を斜壁の傾斜する方向に向けて側受梁が固定されるとともに、これら一対の側受梁上間には、避難ピット上を通るように複数本の横梁が架設され、これら横梁上には、避難ピット上を覆うように複数分割型の防護ルーフが配備されるとともに、防護ルーフ上並びに側受梁と横梁とがつくる構築体の外周りである基盤上には、階段側を除いて、火山石である緩衝用材が積層設置されてなる防災シェルター。 On the basement which is the oblique wall of the volcano, there is excavated an evacuation pit which has a cube-shaped concave shape and is open upward as well as the downward inclination side of the oblique wall, and in the downward inclination direction of the evacuation pit. There is provided a step to communicate with the ground, and on the corresponding side edge on the evacuation pit, the side support beam is fixed with its longitudinal direction in the slanting direction of the oblique wall, and these pair of sides A plurality of cross beams are erected so as to pass over the evacuation pit, and a multi-divided protective roof is provided on these cross beams so as to cover the evacuation pit, and the protective roof is installed on the protective roof. And the disaster prevention shelter where the buffer material which is volcanic stone is laminated and installed on the base which is the outer circumference of the construction which a side joist and a cross beam make except for the step side .
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