JP2016164360A - Disaster prevention shelter - Google Patents

Disaster prevention shelter Download PDF

Info

Publication number
JP2016164360A
JP2016164360A JP2015061624A JP2015061624A JP2016164360A JP 2016164360 A JP2016164360 A JP 2016164360A JP 2015061624 A JP2015061624 A JP 2015061624A JP 2015061624 A JP2015061624 A JP 2015061624A JP 2016164360 A JP2016164360 A JP 2016164360A
Authority
JP
Japan
Prior art keywords
shelter
disaster prevention
door
prevention shelter
protective
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.)
Granted
Application number
JP2015061624A
Other languages
Japanese (ja)
Other versions
JP6592793B2 (en
Inventor
藤原 充弘
Mitsuhiro Fujiwara
充弘 藤原
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.)
Fujika Co Ltd
Original Assignee
Fujika Co Ltd
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 Fujika Co Ltd filed Critical Fujika Co Ltd
Priority to JP2015061624A priority Critical patent/JP6592793B2/en
Publication of JP2016164360A publication Critical patent/JP2016164360A/en
Application granted granted Critical
Publication of JP6592793B2 publication Critical patent/JP6592793B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a disaster prevention shelter which can prevent damage from occurring as many shelters with high evacuation safety can be installed by making it easier to transport the shelter and reducing installation cost.SOLUTION: A disaster prevention shelter has a shelter body with a doorway, which has a semi-cylindrical body part with an open bottom and is partly embedded in an installation base so that an evacuation space is formed inside the shelter body.SELECTED DRAWING: Figure 2

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。  The present invention relates to a disaster prevention shelter for protecting yourself from various disasters including volcanic eruption disasters and earth and sand 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, more and more houses have installed disaster prevention shelters to protect themselves from the increasing awareness of the dangers of earthquake disasters.
An example of such a disaster prevention shelter that effectively exhibits 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、前後を閉じて円筒型を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が、円筒型であると強度が高くて避難の安全度が高く比較的安価に製作できるものとはなるものの、例えば、火山の斜面に設置する場合にヘリで搬送するにも円筒体であることから重すぎて設置コストが掛ることとなり、そのため自治体にとって設置を渋る結果として、災害を大きくしてしまうきらいがある。
The thing disclosed by patent document 1 is a steel frame type disaster prevention shelter for protecting a person sleeping on the sleeping article from being collapsed in an earthquake. A pair of upper frame portions connecting between the upper portions and bottom frame portions connecting between the bottom portions of the support column portions are formed in a trapezoidal frame shape whose upper portion is narrowed, and is arranged so as to be opposed to each other in the longitudinal direction of the sleeping item. A main frame, and a protective frame body spanned between a back side surface corresponding to one side of the sleeping item and a top surface connecting between a pair of front and rear upper frame portions; The main frame is an integrally formed product in which the column part on the entrance and exit sides and the upper frame part are integrally formed via a bent part, and the remaining column on the back side is a separate straight pipe and is the end on the back side of the upper frame part. The protective frame body is integrally connected in a state of obliquely intersecting the It is divided into two frames, a frame and a top surface protection frame, and the side surface protection frame is attached so that the front and back of the column made of straight pipes are attached in parallel to these columns. The disaster prevention shelter is characterized in that the upper and lower pair of upper frame portions are attached in parallel to the upper frame portions.
Since the disaster prevention shelter disclosed here is provided with protective frames on both the back side and the top surface, it can effectively perform a protective function against earthquake collapse.
By the way, this disaster prevention shelter is equipped with protective frames on the back side and the top surface and is open without any protective frames on the other surfaces, that is, the front, side, and bottom surfaces.・ Assuming that it is installed in a house in a warning area, it is not only possible to exert its protective function effectively against sediment-related disasters such as debris flow and landslides that have occurred due to abnormal weather in recent years, but also a wide range of volcanic eruptions Even when installed on a volcano as a countermeasure, the protective function cannot be exhibited effectively.
Therefore, the applicant previously proposed a steel disaster prevention shelter with a cylindrical shape with the front and back closed to make the inside an evacuation space and an entrance door. However, the cylindrical shape has high strength and evacuates. For example, when it is installed on the slope of a volcano, it is too heavy to be transported by helicopter, so it will be too heavy and it will cost installation costs. As a result, it is likely that the disaster will increase as a result of the local government's installation.

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、搬送がより簡易で設置コストが少なくて済むようにすることで避難安全度の高いものを多く設置することができて被害を未然に防止することができるようにした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. By making the transportation simpler and less installation cost, it is possible to install many things with high safety of evacuation and to prevent damage. The purpose is to provide a disaster prevention shelter that can be prevented.

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、底側が開放状で半円筒状の本体部分を有して設置基盤内にその一部が埋め込まれて内部に避難空間が形成されるようにした出入り口付きのシェルター本体を備えてなる。  In order to achieve the above-mentioned object, the invention according to claim 1 is characterized in that the bottom side has an open and semi-cylindrical main body part, a part of which is embedded in the installation base, and an evacuation space is formed inside. It is provided with a shelter body with a doorway that is formed.

上述したように本発明は、底側が開放状で半円筒状の本体部分を有して設置基盤内にその一部が埋め込まれて内部に避難空間が形成されるようにした出入り口付きのシェルター本体を備えてなるので、搬送がより簡易で設置コストが少なくて済むようにすることで避難安全度の高いものを多く設置することができて被害を未然に防止することができるようにした防災シェルターを提供することができる。  As described above, the present invention has a shelter body with an entrance that has a semi-cylindrical body portion that is open on the bottom side, and a part of the body portion is embedded in the installation base to form an evacuation space inside. Because it is equipped with a disaster prevention shelter that can prevent damage from happening by installing many things with high safety of evacuation by making the transportation easier and less installation cost Can be provided.

本発明の一実施形態を示す防災シェルター設置の平面図。  The top view of disaster prevention shelter installation which shows one Embodiment of this invention. 図1の側面図。  The side view of FIG. 図2のA−A線断面図。  FIG. 3 is a sectional view taken along line AA in FIG. 2. 他の実施形態を示す要部拡大断面図。  The principal part expanded sectional view which shows other embodiment. 他の実施形態を示す横断面図。  The cross-sectional view which shows other embodiment. 他の実施形態を示す防災シェルターの設置状態の平面図。  The top view of the installation state of the disaster prevention shelter which shows other embodiment. 図6のB−B線断面図。  BB sectional drawing of FIG. 防災シェルターの他の実施形態を示す側面図。  The side view which shows other embodiment of a disaster prevention shelter. 他の実施形態を示す図10の平面図。  The top view of FIG. 10 which shows other embodiment. 図9のC−C線断面図。  CC sectional view taken on the line of FIG. 他の実施形態を示す側断面図。  The side sectional view showing other embodiments. 図11のD−D線断面図。  The DD sectional view taken on the line of FIG. 他の実施形態を示す設置シェルターの斜視図。  The perspective view of the installation shelter which shows other embodiment. 他の実施形態を示す斜視図。  The perspective view which shows other embodiment. 図14のE−E線断面図。  The EE sectional view taken on the line of FIG. 他の実施形態を示す図17のG−G線断面図。  The GG sectional view taken on the line of FIG. 17 which shows other embodiment. 図16のF−F線断面図。  FF sectional view taken on the line of FIG. 付加的な提案例を示す図19のL−L線断面図。  FIG. 20 is a cross-sectional view taken along line LL in FIG. 19 showing an additional proposed example. 図18のM−M線断面図。  MM sectional drawing of FIG. 図18のN−N線断面図。  NN sectional view taken on the line of FIG. 装置の作用説明をした断面図。  Sectional drawing which demonstrated the effect | action of the apparatus. 装置の作用説明をした断面図。  Sectional drawing which demonstrated the effect | action of the apparatus.

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などの発生から避難する人を有効に護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Sを火山の山体斜面に設置した様子を示す。
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で設置基盤とも称される。この斜壁1は図示7〜10度前後あるいはそれより急な角度(例えば、図11に示すように25〜35度)をもって形成されている。この斜壁1は、図2における右側が噴石や噴流Xが押し寄せる上流側であり、その噴石や噴流Xの方向も噴口の位置との関係でX1やX2となる。
FIG. 1 to FIG. 3 show an embodiment of a disaster prevention shelter that effectively protects people who evacuate from the occurrence of cinders associated with a volcanic disaster such as a water vapor explosion or a magmatic explosion eruption. The state of installation on the slope of a volcanic mountain is shown.
No. 1 is a volcanic slant wall that causes steam explosions and magmatic explosions, and is also called the installation base. The inclined wall 1 is formed with an angle of about 7 to 10 degrees in the drawing or a steeper angle (for example, 25 to 35 degrees as shown in FIG. 11). In the inclined wall 1, the right side in FIG. 2 is the upstream side where the volcanic blocks and the jets X approach, and the directions of the volcanic blocks and the jets X are X1 and X2 in relation to the positions of the nozzles.

2は掘削穴で、噴口から一定に離れた斜壁1に同斜壁1と平行な矩形凹所となるように事前に施工するようになっている。3は噴石の落下に耐え得るようにしたスチール製のシェルター本体で、同本体3は逆U字断面のもので、半円筒状の本体部分4とその本体部分4の両側から下向きに1m程度伸びて斜壁1を通じての高熱の伝達を遮断する脚壁部5とを備えた中空体でなり、その内部には耐熱材6が充填されるとともに前後は開放状で底面も開放状をなすものになっている。
このシェルター本体3の全体は斜壁1の面と平行になる関係で埋め込まれている。脚壁部5は、図3に仮想線で示すように、左右一対のものがハの字状に広がるように形成してもよい。
耐熱材6は、本体部分4を内外組み立て式にしてその間にサンドイッチ式に挟み込むようにしてもよい。さらに、本体部分4の外まわりに外部耐熱材を付設するようにしてもよい。
An excavation hole 2 is preliminarily constructed on the inclined wall 1 that is fixedly spaced from the nozzle so as to form a rectangular recess parallel to the inclined wall 1. 3 is a steel shelter body that can withstand the fall of a cinder. The body 3 has an inverted U-shaped cross section, and extends about 1 m downward from both sides of the semi-cylindrical body portion 4 and the body portion 4. And a leg wall portion 5 that blocks the transmission of high heat through the inclined wall 1, and the inside thereof is filled with a heat-resistant material 6, and the front and rear are open and the bottom is open. It has become.
The entire shelter body 3 is embedded in a relationship parallel to the surface of the inclined wall 1. The leg wall 5 may be formed such that a pair of left and right parts spread in a C shape as indicated by phantom lines in FIG.
The heat-resistant material 6 may be sandwiched between the main body portion 4 and the body portion 4 as an assembly type. Furthermore, an external heat-resistant material may be provided around the outer periphery of the main body portion 4.

このシェルター本体3は、底開放面が先に掘った掘削穴2の側に向くようにして埋設される。このシェルター本体3は脚壁部5が掘削穴2内に納まり状部の本体部分4が斜壁1上に突き出す形で固定される。
シェルター本体3内の底部には、山体自身の土粒子や小岩片などを使って内底盤8が敷設されるとともにその上には非常用品類入れを兼ねた座体9と背もたれ10とが設置される。
非常用品類には、非常食や飲料などの他につるはし、ショベル、スクリュウ式穴明け器、砂入れバケツなどの緊急脱出のための穴堀用具を入れておけば扉13から脱出できない場合であっても内底盤8に穴明けをして外部へと穴堀りを進めてゆくことでその穴を通じて脱出を図ることができる。
従って、内底盤8は自然土質にしておくことで前記のように脱出が可能になるが、レンガ敷やモルタルあるいはコンクリート塗り製にしたり木製あるいは樹脂製などによる床版を敷設してもよい。この場合、床面材の一部は掘削可能なまま残すようにしておけば前記穴掘用具を用いて非常脱出が可能となる。
The shelter body 3 is embedded such that the bottom open surface faces the side of the excavation hole 2 dug first. The shelter main body 3 is fixed in such a manner that the leg wall portion 5 is accommodated in the excavation hole 2 and the main body portion 4 of the shaped portion protrudes on the inclined wall 1.
At the bottom of the shelter body 3, an inner bottom board 8 is laid using soil particles or small rock pieces of the mountain body itself, and a seat body 9 and a backrest 10 also serving as emergency supplies are installed thereon. The
Emergency supplies such as emergency food and beverages, pickaxes, screw-type hole punches, sandbag buckets, and other drilling tools for emergency evacuation can be used to escape from the door 13. However, it is possible to escape through the hole by making a hole in the inner bottom board 8 and proceeding to the outside.
Therefore, the inner bottom board 8 can be escaped as described above by making it natural soil, but it may be made of brick, mortar, concrete, or slabs made of wood or resin. In this case, if a part of the floor surface material is left to be excavated, an emergency escape is possible using the drilling tool.

12は前後の閉止壁、13は出入り口に取り付けられた出入り扉で、この扉13は避難しやすいようにXの下流側にある一方の閉止壁12のみに取り付けられている。扉13は緊急を要するときに利用できるようにX側にも取り付けてもよい。扉13はヒンジ支持式で縦軸回りに開閉可能とされているが、引き戸式にしておけば戸外に火山灰などが蓄積しても扉式に比べて脱出しやすくなる。  Reference numeral 12 denotes front and rear closing walls, and reference numeral 13 denotes an entrance door that is attached to the entrance. The door 13 is attached only to the one closing wall 12 on the downstream side of X so as to be easily evacuated. The door 13 may be attached to the X side so that it can be used when an emergency is required. The door 13 is hinge-supported and can be opened and closed around the vertical axis. However, if the door 13 is a sliding door type, it will be easier to escape even if volcanic ash accumulates outside the door.

尚、図3に示すように、シェルター本体3の外周囲には、火砕流に耐え得るように斜壁1の岩石や火山灰などによる被覆防護壁15を積層装備してもよい。
また、防災シェルターSの下流側には、扉13とは別途に補助扉17を設けてもよい。この補助扉17は、扉受体18とこの扉受体18と防災シェルター内の内底盤8上につながる連絡通路体19とを備え、例えば、補助扉17を引き戸式にしてそれを開けることで連絡通路体19に入り内底盤8の内出口を通じて避難し得るようにしてもよい。
20はヘリに吊り下げられる際に利用される吊り金具である。
In addition, as shown in FIG. 3, you may equip the outer periphery of the shelter main body 3 with the covering protective wall 15 by the rock of the sloping wall 1, the volcanic ash, etc. so that it can endure a pyroclastic flow.
Further, an auxiliary door 17 may be provided on the downstream side of the disaster prevention shelter S separately from the door 13. This auxiliary door 17 is provided with a door receptacle 18, this door receptacle 18, and a communication passage 19 connected to the inner bottom board 8 in the disaster prevention shelter. For example, the auxiliary door 17 can be opened as a sliding door. You may be allowed to enter the communication passage body 19 and evacuate through the inner outlet of the inner bottom board 8.
Reference numeral 20 denotes a hanging metal fitting used when suspended by a helicopter.

図4は他の実施形態を示し、防災シェルターSの本体部分22は耐熱材23を充填した中空二重構造としてあるが脚壁部24は軽量化のためスチールの1枚構造としたものを示している。25は内底盤26につながる側立壁で遮熱機能を有するものである。  FIG. 4 shows another embodiment, in which the main body portion 22 of the disaster prevention shelter S has a hollow double structure filled with a heat-resistant material 23, but the leg wall portion 24 has a single steel structure for weight reduction. ing. Reference numeral 25 denotes a side wall connected to the inner bottom plate 26, which has a heat shielding function.

図5は他の実施形態を示し、斜壁29に形成した掘削穴を介して半円よりも少し低い筒状をした本体部分30と脚壁部31とを有するシェルター本体32を下部において埋設固定したもので、シェルター本体32は軽量な単層型のスチール製とされているとともにその外周には扉33付きの出入り通路体34を備え内部のスロープ35を通じて避難可能にすることにより防災シェルターSを構成してある。36は吊り金具である。37は火山灰や噴石などを利用した内底盤である。  FIG. 5 shows another embodiment, in which a shelter body 32 having a cylindrical main body portion 30 and a leg wall portion 31 that are slightly lower than a semicircle through a drilling hole formed in a slant wall 29 is embedded and fixed at the bottom. The shelter body 32 is made of lightweight single-layer steel, and has an entrance / exit passage body 34 with a door 33 on its outer periphery so that the shelter S can be evacuated through an internal slope 35. It is configured. Reference numeral 36 denotes a hanging metal fitting. 37 is an inner bottom board using volcanic ash or cinders.

図6および図7は他の実施形態を示し、斜壁40に形成した矩形立体凹所である掘削穴41に山型で内部を中空型にしたシェルター本体42を被せて外フランジ43を押さえるアンカー44で固定して防災シェルターSを構成したもので、シェルター本体42は、中空内に耐熱材46を充填するとともに内面にも内部耐熱材47を張り付けて火砕流対策としたものである。48は閉止壁、49は扉である。42aは吊り金具である。
50は補助扉、51は連絡通路体で、連絡通路体51は外部と避難空間とをつないでいる。閉止壁48は、図6の右側欄に示すように、斜壁状の三角形板で形成してその面に開けた出入り口に扉49を付して構成してもよい。
6 and 7 show another embodiment, and an anchor that presses an outer flange 43 by covering a digging hole 41, which is a rectangular solid recess formed in a slant wall 40, with a shelter body 42 having a mountain shape and a hollow inside. The disaster prevention shelter S is configured by being fixed at 44, and the shelter body 42 is filled with a heat-resistant material 46 in the hollow and is also attached with an internal heat-resistant material 47 on the inner surface to prevent pyroclastic flow. 48 is a closing wall and 49 is a door. 42a is a hanging metal fitting.
50 is an auxiliary door, 51 is a communication passage body, and the communication passage body 51 connects the outside and the evacuation space. As shown in the right column of FIG. 6, the closing wall 48 may be configured by forming a slant wall-shaped triangular plate and attaching a door 49 to an entrance that is opened in the surface.

図8は他の実施形態を示し、斜壁55上に半円筒型のシェルター本体56を設置しその下部を埋込式とするとともに外部に扉受体57を設けて連絡通路体58を通じて内部避難空間と通じるようにすることにより防災シェルターSを構成したもので、特に、扉受57の上面に防護通路体59を備え付けて扉60を開閉しやすく装備するとともに、防護通路体59を側面からみて立体三角形をしたものにして噴流Xから身を護りつつ扉60を開けて安全かつ迅速に避難し得るようにしたものである。56aは吊り金具である。  FIG. 8 shows another embodiment, in which a semi-cylindrical shelter body 56 is installed on a slanted wall 55 and its lower part is embedded, and a door receiver 57 is provided outside, and an internal evacuation is made through a communication passage body 58. The disaster prevention shelter S is configured by communicating with the space. In particular, the protective passage body 59 is provided on the upper surface of the door receiver 57 to easily open and close the door 60, and the protective passage body 59 is viewed from the side. It is a three-dimensional triangle that protects itself from the jet X and opens the door 60 so that it can be evacuated safely and quickly. Reference numeral 56a denotes a hanging metal fitting.

図9および図10は噴石や火砕流などに対する防護機能性の高い防災シェルターSを提供するものである。63は火山の斜壁で、その中には、前後を閉止状にした円筒型のシェルター本体64がその上部一部のみを露出する形で埋設固定してある。シェルター本体64は、内部の避難空間に支柱65と底盤66を備え、扉67を開けることで通じる出入り口と避難空間とは避難階段68でつながれている。そして、シェルター本体64の前後上面には、火砕流に耐え得るように岩石や火山灰などによる被覆防護壁69を積層装備して防護機能を高めてある。
この防災シェルターSは、その殆どを火山山体中に埋め込むとともに露出した部分には被覆防護壁69を積層してなるので、噴石や火砕流などの襲来に対する防護機能が高くなる。70はスリップ防止手段で、扉67を開ける際の安全性を高める目的でシェルター本体64の外周に凹凸状に設けられている。図示しないがシェルター本体64の頂部には吊り金具が複数設けられている。
9 and 10 provide a disaster prevention shelter S having a high protection function against a cinder and a pyroclastic flow. 63 is a slant wall of a volcano, in which a cylindrical shelter body 64 having a closed front and rear is embedded and fixed so that only a part of its upper part is exposed. The shelter body 64 includes a column 65 and a bottom board 66 in an internal evacuation space, and the evacuation stairs 68 connect the doorway and the evacuation space that are opened by opening the door 67. A protective protective function 69 is provided on the front and rear upper surfaces of the shelter body 64 with a protective layer 69 covered with rocks or volcanic ash so as to withstand the pyroclastic flow.
Since most of the disaster prevention shelter S is embedded in the volcanic mountain body and the covered protective wall 69 is laminated on the exposed portion, the protection function against the invasion of cinder and pyroclastic flow is enhanced. Reference numeral 70 denotes a slip prevention means, which is provided on the outer periphery of the shelter body 64 in an uneven shape for the purpose of improving safety when the door 67 is opened. Although not shown, a plurality of suspension fittings are provided on the top of the shelter body 64.

図11および図12は他の実施形態を示す。
図9および図10に示す防災シェルターSは火山斜壁1に円筒体を平行状に埋め込んだタイプとしてあって、この方式であると円筒体の全長に亘って被覆防護壁69である岩石類を覆う必要があるだけでなく扉67を設けるにも取付スペースの都合から円筒体の外周に限定されそうすると開閉が非常に重くやりにくいものとなりさらに噴石や火山灰などが積もってくるとその重さで開かず脱出できなくなるなど多くの欠点がある。
11 and 12 show another embodiment.
The disaster prevention shelter S shown in FIGS. 9 and 10 is a type in which a cylindrical body is embedded in parallel to the volcanic slant wall 1, and in this method, the rocks that are the covering protective walls 69 are covered over the entire length of the cylindrical body. It is not only necessary to cover but also to provide the door 67. Due to the space of the installation space, if it is limited to the outer periphery of the cylindrical body, it will be very heavy and difficult to open and close, and if cinder or volcanic ash accumulates, it will open at that weight There are many drawbacks such as being unable to escape.

図11および図12に示した実施形態は、火砕流や爆発噴流Xに対しじんそくかつ安全に避難することができるとともに落下してくる噴石や火砕流に対する防護機能性がより簡単な方式をもって高く得られるようにした防災シェルターSならびに防災シェルターSの設置施工方法を提供することを目的とする。
シェルター本体74は単層の円筒体でその内面に耐熱層を張り付けたり前記のように内外二重構造でその中空内に耐熱材を入れたタイプのものでもよい。シェルター本体74の前後端には閉止壁75が設けられ、その一端である山裾側の閉止壁75には引き戸方式の開閉戸76が取り付けられている。74aは吊り金具である。
The embodiment shown in FIGS. 11 and 12 can evacuate slowly and safely with respect to the pyroclastic flow or explosion jet X, and can provide high protection functionality against falling cinder or pyroclastic flow with a simpler method. It aims at providing the installation construction method of the disaster prevention shelter S and disaster prevention shelter S which were made.
The shelter body 74 may be of a single-layered cylindrical body with a heat-resistant layer attached to the inner surface thereof, or a type in which a heat-resistant material is inserted into the hollow with an internal / external double structure as described above. A closing wall 75 is provided at the front and rear ends of the shelter body 74, and a sliding door type opening / closing door 76 is attached to the closing wall 75 on the mountain hem side which is one end thereof. 74a is a hanging metal fitting.

防災シェルターSの設置施工方法としては、火山の斜壁78に図11に示すような斜壁78の傾斜方向に縦長状をなすシェルター幅程度の幅をもつ溝でその溝底面が水平な掘削穴77を形成したのち、その穴77内に、山裾側に開閉戸76がくるようにして防災シェルターSを設置するとともに側面からみて上部が三角形状に現出し開閉戸76も山裾側に出る形でもって防災シェルターSを埋め込むようにする。そのあと防災シェルターSの現出した外周部分には被覆防護壁78…を配備して更なる防護を図るようにすることもできる。  As a method of installing and installing the disaster prevention shelter S, an excavation hole in which the bottom surface of the volcano has a horizontal width that is approximately the width of a shelter width that is vertically long in the inclined direction of the inclined wall 78 as shown in FIG. After the 77 is formed, the disaster prevention shelter S is installed in the hole 77 so that the door 76 comes to the foot of the mountain, and the upper part appears in a triangular shape when viewed from the side, and the door 76 also protrudes to the foot of the mountain. The disaster prevention shelter S is embedded. After that, the outer peripheral portion where the disaster prevention shelter S appears can be provided with a covering protective wall 78.

防災シェルターS内の避難空間は、水平で避難しやすい空間となる。同空間内には、図10のような底盤66を土砂あるいは木板などにより敷設して避難生活がしやすくなるようにすることがある。また、開閉戸76は斜壁78の山裾側の広い現出部分に設けることができるので、噴流などXが作用しない陰に回り込んで開閉戸76を開けて避難することができることから避難が迅速かつ安全に行えるものとなる。
尚、防災シェルターSの山裾側には、補助扉80と連絡通路81とを設けて外部から防災シェルターS内に避難することができるようにしてもよい。その場合、扉80の登り方向側には噴流などXを遮るための防護板82を立設しておくとより安全に避難することができるようになる。
The evacuation space in the disaster prevention shelter S is horizontal and easy to evacuate. In the same space, a bottom board 66 as shown in FIG. 10 may be laid with earth or sand or a wooden board to facilitate evacuation life. Moreover, since the door 76 can be provided in the wide appearing part of the slope wall 78 on the mountain skirt side, it can be evacuated because it can evacuate by opening the door 76 around the shade where X does not act. And it can be done safely.
An auxiliary door 80 and a communication passage 81 may be provided on the mountain skirt side of the disaster prevention shelter S so that the disaster shelter S can be evacuated from the outside. In that case, it is possible to evacuate more safely if a protective plate 82 for blocking X such as a jet is provided on the climbing side of the door 80.

図13は他の実施形態を示す。この実施形態は、防災シェルターSを円筒型として火砕流などの襲来する方向Xに対し斜め向きになるように斜壁85内に埋設固定したものである。86は火山の山体、87は出入り扉である。aは吊り金具である。  FIG. 13 shows another embodiment. In this embodiment, the disaster prevention shelter S is cylindrical and is embedded and fixed in the inclined wall 85 so as to be inclined with respect to the intrusion direction X of the pyroclastic flow or the like. 86 is a volcanic mountain body, and 87 is an entrance door. a is a hanging metal fitting.

図14および図15は他の実施形態を示す。この実施形態は、半円筒型(U字形)をした横断面で上からみてL字形に形成したシェルター本体90を両端の閉止板91が山裾側に向くようにして斜壁92内に埋設固定するとともに、閉止板91の前方には出入り扉93に向かう避難路94を形成して防災シェルターSを構成することによりX方向からの襲来があってもその陰となる側から安全に避難することができるようにしたものである。95は内底盤、96は用品入れ兼用の座体である。90cは吊り金具である。
尚、ヒンジ部分90aは図14において斜壁92上に露出状態となっているが、このヒンジ部分90aを含めてこの防災シェルターSの大部分は、図11および図14の右下欄に示すように斜壁92,100内に水平向きにして埋設して耐熱・耐火等の防護機能をより効果的に果たすようにしてもよい。この埋設要領は、シェルター本体90の天頂線90bが水平状になるようにする意味である。97はX方向からの襲来に対し安全に避難させるための防護のためのガード板である。
14 and 15 show another embodiment. In this embodiment, a shelter body 90 formed in a semi-cylindrical (U-shaped) cross-section in an L shape as viewed from above is embedded and fixed in an inclined wall 92 so that the closing plates 91 at both ends face the mountain skirt side. At the same time, by forming a disaster prevention shelter S by forming an evacuation path 94 toward the entrance door 93 in front of the closing plate 91, it is possible to evacuate safely from the shadow side even if there is an attack from the X direction. It is something that can be done. Reference numeral 95 is an inner bottom board, and 96 is a seat that also serves as an article holder. 90c is a hanging metal fitting.
The hinge portion 90a is exposed on the slanted wall 92 in FIG. 14, but most of the disaster prevention shelter S including the hinge portion 90a is shown in the lower right column of FIGS. Further, it may be embedded horizontally in the inclined walls 92, 100 so as to more effectively perform protective functions such as heat resistance and fire resistance. This embedding procedure means that the zenith line 90b of the shelter body 90 is horizontal. Reference numeral 97 denotes a guard plate for protection to evacuate safely against an attack from the X direction.

図16および図17は他の実施形態を示す。この実施形態は、火山の例えば15度をなす斜壁部分100に図16のような底面が水平な横向きの掘削穴101を形成してその中に防災シェルターSを中間部分を現出させて残る殆どにおいて埋め込まれるように設置施工する。
防災シェルターSは、円筒型のシェルター本体102とその両端の閉止板103を有するものとするとともに、内部には内柱104や床版105および避難座部106などを備えて避難空間とする。シェルター本体102は、中空二重シェル構造にしてその中空部に耐熱材を入れたりして噴石対策や火砕流対策をとってもよい。シェルター本体102の長手中間部分の裾向き側は現出した形にされてそこに引き戸式の出入り扉108が設けられており、この出入り扉108の前方にはスロープ式の避難連絡路109が設けられている。110は防護庇である。
こうした防災シェルターSは、山体内に略完全に埋め込まれているので火砕流や溶岩流などの襲来に対する防護性能が高く得られるとともに、その下流側に現出した状態で出入り扉108が設けられているので前記襲来の最中安全な避難ができるようになる。102aは吊り金具である。
尚、図16の右欄に示すように、防災シェルターSは逆U字形のものにして軽量搬送が可能になるようにしてもよい。
16 and 17 show another embodiment. In this embodiment, a horizontal excavation hole 101 having a horizontal bottom surface as shown in FIG. 16 is formed in a slant wall portion 100 of, for example, 15 degrees of a volcano, and a disaster prevention shelter S is exposed in the middle portion and remains. Install and install so that it is embedded in most.
The disaster prevention shelter S includes a cylindrical shelter main body 102 and closing plates 103 at both ends thereof, and includes an inner pillar 104, a floor slab 105, an evacuation seat 106, and the like as an evacuation space. The shelter body 102 may have a hollow double shell structure, and a heat-resistant material may be put in the hollow portion to take measures against cinder and pyroclastic flow. The hem-facing side of the longitudinal intermediate portion of the shelter body 102 is formed in a protruding shape, and a sliding door type entrance door 108 is provided there, and a slope type evacuation communication path 109 is provided in front of the entrance door 108. It has been. 110 is a protective gutter.
Since such a disaster prevention shelter S is almost completely embedded in the mountain body, it has a high protection performance against the invasion of pyroclastic flows and lava flows, and an entrance door 108 is provided in the state of appearing downstream thereof. Therefore, safe evacuation can be performed during the attack. 102a is a hanging metal fitting.
In addition, as shown in the right column of FIG. 16, the disaster prevention shelter S may have an inverted U shape so that lightweight conveyance is possible.

図18ないし図22は付加的な提案例の他の例を示す。同例は、図19に示すような海面160に直面する港湾岸壁や沿岸堤防などの防護堤161において襲来してくる津波を堰の直上運動により防護するようにした装置に関する。
162は防護堤161に平行に形成した堰ピットで、例えば、道路添いの幅1m前後の沿岸堤防内に添って溝幅0.5mで深さ3m程度の断面形状で数十mの長い一体溝状に形成したものでなっている。
18 to 22 show other examples of additional proposal examples. The example relates to a device that protects a tsunami that hits a protective dam 161 such as a harbor quay or a coastal dyke facing the sea surface 160 as shown in FIG.
162 is a dam pit formed in parallel with the protective bank 161. For example, along a coastal bank about 1m wide along the road, a long integral groove of several tens of meters in cross section of 0.5m in width and about 3m in depth. It is formed in a shape.

その堰ピット162内には、前後に長い矩形板を備え左右端を端板で閉止するとともに下端を開放状とする一方上端に上板164を備えた可動堰165が装備されている。可動堰165の左右各端外面には隣合う間において密接関係になる側部シール材166を備える。
これら各可動堰165は、底部をピット底にピン支持される一方上端がロッドピン167を介して連結された流体シリンダ168により垂直上下に昇降するものになっている。170はガイドローラー、171は可動堰165とともに上昇してロック手段172により斜軸状にロックされるようにしたロックロッド173である。
In the weir pit 162, a movable weir 165 having a long rectangular plate at the front and rear, with the left and right ends closed by end plates and the lower end opened, and an upper plate 164 at the upper end is provided. Side seals 166 that are closely related to each other are provided on the outer surfaces of the left and right ends of the movable weir 165.
Each movable weir 165 is vertically moved up and down by a fluid cylinder 168 whose bottom is pin-supported on the pit bottom and whose upper end is connected via a rod pin 167. Reference numeral 170 denotes a guide roller, and reference numeral 171 denotes a lock rod 173 which is lifted together with the movable weir 165 and is locked in an oblique axis shape by the lock means 172.

こうした防護装置においては流体シリンダ168を使っている関係でその駆動源や伝達系が地震に伴い故障してしまうと可動堰165は起立作動でき得ないこととなって内陸は津波被害を受けることとなる。
そのため、防護装置にトラブルが発生したとしても近隣関係者の緊急操作により起立操作ができるように工夫したのがこの提案例である。
In such a protective device, if the drive source or transmission system fails due to the earthquake due to the use of the fluid cylinder 168, the movable weir 165 cannot operate upright, and the inland is damaged by the tsunami. Become.
For this reason, this proposed example is devised so that even if a trouble occurs in the protective device, the standing operation can be performed by an emergency operation of a neighbor.

すなわち、作動しなくなる流体シリンダ168が緊急時に可動堰165の上昇操作の邪魔にならないように、ロッドピン167を図18のように抜き去るようにする。そのため、上板164の適所には、開閉カバー174を設けておいてそれを開くことでロッドピン167を抜き操作することができるようにしてある。  That is, the rod pin 167 is pulled out as shown in FIG. 18 so that the fluid cylinder 168 that does not operate does not interfere with the raising operation of the movable weir 165 in an emergency. Therefore, an opening / closing cover 174 is provided at an appropriate position on the upper plate 164, and the rod pin 167 can be pulled out by opening it.

上板164の長手方向中程には他の操作口蓋176が開閉自在に設けられている。その蓋176を開けると、そこにはメスネジを施した受ネジパイプ177が設けられていて前後のブラケット178により垂直になるように固定されている。このパイプ177は、堰ピット162内に底面から立設した受止部材180上に常時は位置するようになっている。  In the middle of the upper plate 164 in the longitudinal direction, another operation lid 176 is provided so as to be freely opened and closed. When the lid 176 is opened, a receiving screw pipe 177 with a female screw is provided there and is fixed so as to be vertical by the front and rear brackets 178. The pipe 177 is always positioned on a receiving member 180 erected from the bottom surface in the weir pit 162.

しかし、津波襲来の警報により可動堰165を持ち上げる必要が出た場合には、図28のように、上方から脱着自在なハンドル182を備えた操作ネジ軸183を受ネジパイプ177内にねじ入れて矢印方向に連続回転させると操作ネジ軸183の先端が受止部材180に当たりながら受ネジパイプ177を持ち上げるとともに可動堰165を持ち上げるようにする。この回転操作は操作する人が防護堤161上に乗った状態で行われる。そのあと、操作ネジ軸183からハンドル182を抜き外し、ハンドル182を付けた追加軸184を操作ネジ軸183上端に嵌め込んで更なる回転操作をすると可動堰165はさらに上昇して所定の高さに立ち上がり、津波に対処できる形になる。  However, when it is necessary to lift the movable weir 165 due to the tsunami warning, as shown in FIG. 28, the operation screw shaft 183 having the handle 182 that can be detached from above is screwed into the receiving screw pipe 177 and the arrow When continuously rotated in the direction, the receiving screw pipe 177 is lifted and the movable weir 165 is lifted while the tip of the operation screw shaft 183 hits the receiving member 180. This rotation operation is performed in a state in which an operator is on the protective bank 161. After that, when the handle 182 is removed from the operation screw shaft 183 and the additional shaft 184 with the handle 182 is fitted into the upper end of the operation screw shaft 183 and further rotated, the movable weir 165 further rises to a predetermined height. It will become a form that can cope with the tsunami.

S…防災シェルター  S ... Disaster prevention shelter

Claims (1)

底側が開放状で半円筒状の本体部分を有して設置基盤内にその一部が埋め込まれて内部に避難空間が形成されるようにした出入り口付きのシェルター本体を備えてなる防災シェルター。  A disaster prevention shelter comprising a shelter body with a doorway having a semi-cylindrical body portion that is open on the bottom side and partially embedded in an installation base to form an evacuation space inside.
JP2015061624A 2015-03-06 2015-03-06 Disaster prevention shelter Active JP6592793B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015061624A JP6592793B2 (en) 2015-03-06 2015-03-06 Disaster prevention shelter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015061624A JP6592793B2 (en) 2015-03-06 2015-03-06 Disaster prevention shelter

Publications (2)

Publication Number Publication Date
JP2016164360A true JP2016164360A (en) 2016-09-08
JP6592793B2 JP6592793B2 (en) 2019-10-23

Family

ID=56876813

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015061624A Active JP6592793B2 (en) 2015-03-06 2015-03-06 Disaster prevention shelter

Country Status (1)

Country Link
JP (1) JP6592793B2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4534144A (en) * 1982-11-12 1985-08-13 Bert Gustafsson Underground bomb shelter/storage celler unit
JPS60253606A (en) * 1984-05-28 1985-12-14 日本サミコン株式会社 Prefabricated pc shelter
US6385920B1 (en) * 2000-06-30 2002-05-14 Roy T. Chandler Modular storm shelter with emergency breakaway access chute
US20140000181A1 (en) * 2008-10-14 2014-01-02 Oscar T. Scott Re-deployable mobile above ground shelter
JP2014201874A (en) * 2013-04-01 2014-10-27 孝之 内藤 Extending shelter member, and extended shelter using the same

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4534144A (en) * 1982-11-12 1985-08-13 Bert Gustafsson Underground bomb shelter/storage celler unit
JPS60253606A (en) * 1984-05-28 1985-12-14 日本サミコン株式会社 Prefabricated pc shelter
US6385920B1 (en) * 2000-06-30 2002-05-14 Roy T. Chandler Modular storm shelter with emergency breakaway access chute
US20140000181A1 (en) * 2008-10-14 2014-01-02 Oscar T. Scott Re-deployable mobile above ground shelter
JP2014201874A (en) * 2013-04-01 2014-10-27 孝之 内藤 Extending shelter member, and extended shelter using the same

Also Published As

Publication number Publication date
JP6592793B2 (en) 2019-10-23

Similar Documents

Publication Publication Date Title
US4971752A (en) Safety design for nuclear power plants
US4433733A (en) Oil storage tank extinguisher
JP5390720B1 (en) Tsunami evacuation underground shelter
JP2005315058A (en) Protective equipment for emergency
JP2016065438A (en) Disaster prevention shelter
JP3937093B2 (en) Evacuation facility
CN106640191A (en) Self-locking water tank and gas tank rubber bag device for tunnel flood-fighting and emergency-rescuing
WO2012174690A1 (en) Mobile steel refuge chamber
JP6592793B2 (en) Disaster prevention shelter
CN105862659A (en) High-frequency debris flow shore protection and diversion method
CN203742023U (en) Anti-tsunami filled wall frame structure
JP5405841B2 (en) Tsunami resistance and storm surge reinforcement method for existing gravity structures
JP2012219606A (en) Building and structure for tsunami protection measure
JP2011157811A (en) Emergency protection device
AU2011200386B2 (en) Disaster Protection Shelter
KR102424715B1 (en) The earth retaining structure for pipe construction for worker safety
JP5747300B1 (en) Overflow prevention device
JP5462319B2 (en) Tsunami evacuation room, drifting material used in it, fire prevention door
CN203834484U (en) Multifunctional protection cage
JP6127327B2 (en) Structure of underground shelter
JP6853736B2 (en) Impermeable structure
JP6127243B2 (en) Evacuation shelter structure
JP2005351057A (en) Prevention system of urban underground facilities or subways from flood water inflow or submersion
CN103758253A (en) Tsunami-resistant filled wall frame structure
JP2006029003A5 (en)

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150611

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180306

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180817

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20180823

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20181019

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20181106

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181201

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190213

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190416

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190424

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190624

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: 20190820

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190903

R150 Certificate of patent or registration of utility model

Ref document number: 6592793

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250