JP2019078150A - Shelter for disaster prevention and nuclear shelter capable of aiming significant cost down and swift installation by modifying container house to be prefabricated unit - Google Patents

Shelter for disaster prevention and nuclear shelter capable of aiming significant cost down and swift installation by modifying container house to be prefabricated unit Download PDF

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JP2019078150A
JP2019078150A JP2017218626A JP2017218626A JP2019078150A JP 2019078150 A JP2019078150 A JP 2019078150A JP 2017218626 A JP2017218626 A JP 2017218626A JP 2017218626 A JP2017218626 A JP 2017218626A JP 2019078150 A JP2019078150 A JP 2019078150A
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shelter
container
nuclear
concrete
aiming
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伸和 森脇
Nobukazu Moriwaki
伸和 森脇
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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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Abstract

To provide a nuclear shelter with economical cost for aiming a reduction of a construction period while rather increasing a protective performance of radioactivity.SOLUTION: A new or a second hand container is used and is reinforced by a steel frame inside and is processed water-proof and rust-proof outside and form plywood for concrete or an aluminum frame mold is integrated by weld or a bolt nut. In addition, a unit or prefabrication process is provided that an entrance and an entrance for a protective door, a light ceiling interior using a lead plywood, an air purifier and its ventilation port, a simple toilet, a power generation and a power storage facility etc are installed at a safe work site. At work site, a hole for burying is dug, concrete necessary for reassuring of performance is poured into and is covered by the soil.SELECTED DRAWING: Figure 3

Description

本発明は、核シェルターとして必要な機能・性能を維持しながら、施工性・運搬性・作業の安全性に優れ、かつ建築確認不要による工期短縮等で大幅なコストダウンを実現し、さらに広さへの自在な拡張性を備えた核シェルターである。The present invention achieves excellent cost of installation, transportability, and work safety while maintaining the necessary function and performance as a nuclear shelter, and achieves a significant cost reduction by shortening the construction period without the need for building verification, etc. A nuclear shelter with flexible extensibility.

従前および現行の核シェルターの製作並びに設置は、家庭用小型シェルターにおいても(図1)のようにコンクリート超重量物を他所の製作場所で製作し、現地まで重量運搬物として搬送していたため、その運送費も高額になっていた。また、その重量ゆえに設置の際、作業者が常に危険にさらされることとなっていた。The production and installation of the existing and existing nuclear shelters were also carried out as heavy goods transported to the site as superheavy materials were manufactured at other manufacturing sites as in the small household shelters (Fig. 1). Shipping costs were also high. Also, because of its weight, workers were always at risk during installation.

また、大型シェルターとなると、現場で地面を掘り、大量の鉄筋を使用して型枠を設け、さながらビルの地下工事のような大規模な建設工事となる(図2)。そうなると、当然、建築確認をはじめそれに伴う複雑な強度設計や設計に伴う煩雑な諸手続きが必要で、建設にかかるまでに相当な日数(最低でも4カ月半)かかる。前述の工期の長期化および建設費用の高額化に加え、安心できる設備の充実を図れば図るほどその費用は膨大となり大変な額となる。In addition, when it becomes a large shelter, it digs the ground on the site, forms a formwork using a lot of reinforcing bars, and it becomes a large scale construction work like an underground construction of a building (Fig. 2). In that case, it goes without saying that building verification and complicated procedures involving complex strength design and design are necessary, and it takes a considerable number of days (at least four and a half months) to start construction. In addition to the long construction period and high construction cost mentioned above, the more the facility can be reassured, the more the cost will be and it will be a huge sum.

北朝鮮の核ミサイル問題で国家的危機が叫ばれる昨今、我が国の核シェルターの普及率は0.01〜0.02%であり、1%にも満たないのが現状である。しかし、現在のような危機的な状況の中で正規の性能を備えた核シェルターは、わずか6畳(三坪)ほどの広さで最低でも1200万円と高額で、建設期間も現行のもので建築確認の許可取得だけで平均4か月半かかり、とても有事に即応できる状況にはない。一般的な国民が所有するのはほとんど無理である。
以上の状況を踏まえ、本考案は、従前および現行の核シェルターの工期短縮を図り、放射能の防護性能をむしろ高めながら、劇的な価格低下をもたらすものである。
As the national crisis calls for a nuclear missile issue in North Korea, the penetration rate of Japan's nuclear shelters is 0.01 to 0.02%, which is less than 1%. However, the nuclear shelter with regular performance under current crisis conditions is as large as only 6 mats (three tsubos) and at least 12 million yen, and the construction period is also current. It takes an average of 4 and a half months with only the permission to obtain the building verification, so it is not in a situation that can respond promptly to emergency. It is almost impossible for the general public to own it.
Based on the above situation, the present invention aims to shorten the construction period of the existing and existing nuclear shelters and bring about a drastic price reduction while the radiation protection performance is rather enhanced.

これらの問題と欠点を解決するために、新品あるいは中古の用途に合う大小のコンテナを用意し、その外側を防水・防錆効果のある保護シートで覆うか塗装を施す。内部は補強のための鉄骨を内側に溶接あるいはボルトナットにより設置(図3)して、その外側に従来のコンパネあるいはアルミ型枠を溶接あるいはボルトナットで一体化して取り付ける(図4−1)。出入口並びに防護ドア用出入口(図4−2)、鉛合板を使った軽天内装、空気清浄機およびその通気口、簡易トイレ、発電・蓄電設備等も作業をしやすい作業場でユニット化あるいはプレハブ化して製作する。また、本体には吊り下げ用の環も取り付ける。これにより、設置時はもちろん、埋設後も掘り起こせば重機により移動可能となるため、建築確認が不要となり工期が大幅に短縮される。In order to solve these problems and drawbacks, prepare a large or small container suitable for new or used applications, and cover or paint the outside with a protective sheet with a waterproof and rustproof effect. Inside the steel frame for reinforcement is installed inside by welding or bolt and nut (Fig. 3), and the conventional control panel or aluminum formwork is integrally attached by welding or bolt and nut outside (Fig. 4-1). Doorway and door for protection door (Fig. 4-2), light roof interior using lead plywood, air purifier and its air vent, simple toilet, power generation / storage equipment etc. are unitized or prefabricated in a work place where it is easy to work Make. Also, attach a hanging ring to the body. As a result, if it digs up not only at the time of installation but also after burial, it becomes movable by heavy machinery, and construction confirmation is unnecessary, and the construction period is shortened significantly.

ここまではまだ本体はコンクリートで覆われておらず、コンテナハウスと備品什器の重さであるため、そのまま現場までコンテナおよびコンテナハウスと同じ要領で搬送することができる。Up to this point, the main body has not been covered with concrete yet, and it is the weight of the container house and fixtures, so it can be transported to the site in the same way as the container and container house.

これを現場にて、本体の大きさに合わせて埋設収納する穴を掘り、そこにクレーンで設置する(図5)。At the site, dig a hole to be buried and stored according to the size of the main body, and install it with a crane (Figure 5).

設置が完了すればコンテナ外側に設けたコンパネとコンテナの間(間隔約20cm)と天井部分(厚さ約40cm)にコンクリートを流し込み、出入口2か所(図6)並びに通気口を確保してコンテナをコンクリートで覆い、強度と防護性を高める。現場でコンクリートを流し込む。Once the installation is complete, pour concrete into the space between the control panel and container (space of about 20 cm) and the ceiling part (thickness of about 40 cm) provided on the outside of the container to secure two ports (Fig. 6) and vents. Cover with concrete to increase strength and protection. Pour concrete on site.

コンクリートが乾けば、別に製作した出入口の防護ドア(図7)を取り付け、内部のベッド、収納庫等の内装工事を行う。その後、出入口への階段あるいは通路(図6)を設置して土をかけ戻す。If the concrete gets dry, install the guard door (Fig. 7) of the entrance that was made separately, and perform the interior work such as the internal bed and storage. Then set up the stairs or passage (Figure 6) to the entrance and take back the soil.

コンテナを使用してユニット化・プレハブ化し、現場にて埋設してコンクリートを流し込むという工法であるため、重量物を搬送するという問題もなくなり、コストダウンはもちろん工期の短縮や工事・運搬の安全面等重量に関わる諸問題も解決できる。Since this method uses a container to make it unitized and prefabricated, and it is buried at the site and poured in concrete, there is no problem of transporting heavy objects, and of course cost reduction, shortening of construction period and safety of construction and transportation It also solves the problems with equal weight.

データでは周囲のコンクリートは約20cm、天井のコンクリートは約40cmとし、その上に最低80cm以上の土をかぶせることを必要としている。この状態のシェルター近くで核爆発が起きても室内は土とコンクリート守られ、200ベクレル以内に収まるとのことであり、従来よりも低額で安全で簡単にスピーディに、より多くの人が核シェルターを設置することができ、より多くの国民の安全を守ることができる。The data show that the surrounding concrete is about 20 cm, the ceiling concrete is about 40 cm, and it is necessary to put a minimum of 80 cm or more of soil on it. Even if a nuclear explosion occurs near the shelter in this state, the room is protected by soil and concrete and will fit within 200 becquerels, and it is safer, easier and faster than ever before, and more people are nuclear shelters. Can be installed, and can protect the safety of more people.

単体のコンテナを使用する場合はこの通りであるが、なにより躯体のベースがコンテナハウスと同様であるため、部屋の拡大が可能である。その場合は、このコンテナの側面あるいは前後面を(図8)のように切断し、双方の残った部分にボルト用の穴をあけ、双方をゴムを間にはさみ両側に鉄板を座金にして補強し(図9)ボルトとナットで締め付けて連結して一体化し、それぞれの内側を鉄骨で補強する。同様の工法で複数をつなげていくことにより(図10)、いくらでも広いシェルターの製作が可能である。従って、個人やその家族だけではなく、地域の人々の安全をも守ることが可能となる。This is the case when a single container is used, but the room can be expanded because the base of the frame is similar to that of the container house. In that case, cut the side or front and back of this container as shown in Fig. 8 and make holes for bolts in the remaining part of both, and reinforce both by sandwiching rubber and using iron plate on both sides to reinforce (Fig. 9) Tighten and connect with bolts and nuts to integrate them, and reinforce each inside with steel frame. By connecting two or more by the same construction method (Fig. 10), it is possible to make a shelter as wide as possible. Therefore, it is possible to protect not only individuals and their families but also the safety of people in the area.

現行のコンクリート製埋没型核シェルターCurrent concrete buried type nuclear shelter 現行の鉄筋コンクリート製地下核シェルターの鉄筋鉄骨組み上げ現場Rebar steel frame construction site of current reinforced concrete underground core shelter a.コンテナ本体鉄板 1〜8.H鋼補強鉄骨a. Container main body iron plate 1-8. H steel reinforced steel frame 1〜2.外型枠 3.コンテナ本体 4.コンテナ本体出入口鉄枠 5.外型枠補強鉄パイプ 6.外型枠補強鉄パイプ結束継手 7.外型枠とコンテナ本体固定ボルト穴 a.幅20cm以上 b.幅40cm以上1-2. Outer formwork 3. Container body 4. Container body entrance iron frame 5. Outer formwork reinforced iron pipe 6. Outer formwork reinforced iron pipe binding joint 7. Outer formwork and container body fixing bolt holes a. Width 20 cm or more b. Width 40 cm or more a.出入口防爆扉用鉄枠 b.非常出口防爆扉用鉄枠 1.外型枠 2.コンテナ本体 3.外型枠コンテナ固定用ボルト 4.外型枠コンテナ固定用ナットa. Entrance iron frame for explosion-proof door b. Steel frame for emergency exit explosion-proof door 1. Outer formwork 2. Container body 3. Outer formwork container fixing bolt 4. Outer formwork container fixing nut a.コンテナ本体 b.外型枠 1.クレーン吊り下げ用ワイヤー 2.クレーン吊り下げ用環 3.コンテナ補強用鉄骨H鋼 4.コンテナ埋設用掘削穴a. Container body b. Outer formwork 1. Crane suspension wire 2. Crane suspension ring 3. Steel reinforcement H steel for container reinforcement 4. Container burial hole a.コンテナシェルター本体 b.地上から地下への主通路 c.地上から地下への非常用通路 d.出入口防爆扉 e.非常用出入り口防爆扉a. Container shelter body b. Main passage from ground to underground c. Emergency passage from ground to underground d. Entrance explosion-proof door e. Emergency exit door a.鋼鉄枠コンクリート製防爆扉 b.鋼鉄製扉枠 c.鋼鉄枠コンクリート製防爆扉 d.鋼鉄製扉枠a. Steel frame concrete explosion-proof door b. Steel door frame c. Steel frame-concrete explosion-proof door d. Steel door frame a.コンテナ側面切除面 b.接続用ボルト穴a. Container side surface b. Connection bolt hole 1.ボルト 2.ナット 3.ボルト 4.ナット a.座金用鉄板 b.コンテナ鉄板 c.ゴム d.座金用鉄板1. Bolt 2. Nut 3. Bolt 4. Nut a. Sheet metal for washers b. Container iron plate c. Rubber d. Iron plate for washers 1.コンテナ2体連結拡張図 2.コンテナ4体連結拡張図 a〜d.コンテナ本体1. Two container connection expansion diagram 2. 4 containers connected expansion a to d. Container body

Claims (3)

新品あるいは中古のコンテナを補強し、型枠と一体化させて核シェルターとして必要に性能および内部設備を別作業場でユニット・プレハブ化して製作し、かつ軽量のまま埋設設置現場まで搬送し、埋設場所でコンクリートを流し込み、出入口ドア、空気口、簡易上降口等を取り付けることにより、大幅なコストダウンと工期の短縮が図れる核シェルター。A new or used container is reinforced and integrated with the formwork to make it a unit shelter with the required performance and internal equipment as a nuclear shelter separately in a separate work place and transported to the installation site while being lightweight, to the burial site A core shelter that can achieve significant cost reduction and shortening of construction period by pouring concrete in and installing an entrance door, an air port, a simple up and down port, etc. コンテナ側面あるいは必要な部分を切断補強し、接着部分をボルト、ナットでつないで上下、両側に広げ、[請求項1]と同様の工法により現場でコンクリートを流し込み製作できる構造の空間の拡張性の自在な核シェルター。The space expandability of the structure where concrete can be cast and manufactured in the field according to the same method as in [Claim 1] by cutting and reinforcing the side of the container or the necessary part, connecting the bonded part with bolts and nuts and spreading it up and down. Free nuclear shelter. コンテナを使いユニット・プレハブ化したシェルターに吊り下げ用の環を設置することですでにあるコンテナハウスと同様に重機にて移動可能であるため建築確認が不要で、埋設後も掘り起こせば移動できる核シェルター。It is possible to move with heavy equipment like the existing container house by installing a ring for suspension in a unit and a prefabricated shelter using a container, so there is no need for construction confirmation, and it is possible to move it even if it is buried. shelter.
JP2017218626A 2017-10-25 2017-10-25 Shelter for disaster prevention and nuclear shelter capable of aiming significant cost down and swift installation by modifying container house to be prefabricated unit Pending JP2019078150A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114016743A (en) * 2021-11-29 2022-02-08 中国水利水电第七工程局有限公司 Concrete pouring method for large-sized steel-clad reinforced concrete protective door

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007297898A (en) * 2006-05-01 2007-11-15 Nihon Shelter System Co Ltd Underground shelter and method for forming bearing partition wall of underground shelter
JP2013083066A (en) * 2011-10-07 2013-05-09 Ishikawajima Constr Materials Co Ltd Construction method for cylindrical structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007297898A (en) * 2006-05-01 2007-11-15 Nihon Shelter System Co Ltd Underground shelter and method for forming bearing partition wall of underground shelter
JP2013083066A (en) * 2011-10-07 2013-05-09 Ishikawajima Constr Materials Co Ltd Construction method for cylindrical structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114016743A (en) * 2021-11-29 2022-02-08 中国水利水电第七工程局有限公司 Concrete pouring method for large-sized steel-clad reinforced concrete protective door
CN114016743B (en) * 2021-11-29 2022-12-02 中国水利水电第七工程局有限公司 Concrete pouring method for large-sized steel-clad reinforced concrete protective door

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