JPH0145306Y2 - - Google Patents
Info
- Publication number
- JPH0145306Y2 JPH0145306Y2 JP12567684U JP12567684U JPH0145306Y2 JP H0145306 Y2 JPH0145306 Y2 JP H0145306Y2 JP 12567684 U JP12567684 U JP 12567684U JP 12567684 U JP12567684 U JP 12567684U JP H0145306 Y2 JPH0145306 Y2 JP H0145306Y2
- Authority
- JP
- Japan
- Prior art keywords
- main body
- weight
- solid foundation
- shelter
- radioactive
- 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.)
- Expired
Links
- 239000007787 solid Substances 0.000 claims description 13
- 230000005855 radiation Effects 0.000 claims description 6
- 230000002285 radioactive effect Effects 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 239000003673 groundwater Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005188 flotation Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 239000003247 radioactive fallout Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【考案の詳細な説明】
「産業上の利用分野」
この考案は、放射能シエルタに関し、詳しく
は、地下水や土圧によつて核シエルタが浮き上ら
ない様に改良されたものに関する。[Detailed description of the invention] "Industrial application field" This invention relates to a radioactive shelter, and more specifically, to an improved nuclear shelter that prevents it from floating up due to groundwater or earth pressure.
「従来例」
核実験や原子力発電所の事故などによつて放射
性降下物が急に増加する場合には、人体が受ける
放射線量を極力少なくしなければならない。その
ために、人が数ケ月生活できる放射能シエルタが
地下に設けられる。``Conventional example'' When radioactive fallout suddenly increases due to a nuclear test or an accident at a nuclear power plant, it is necessary to minimize the amount of radiation that the human body receives. For this purpose, radioactive siertas are set up underground where people can live for several months.
従来の放射能シエルタを地下に設ける方法とし
ては、普通に地下室を造作する場合と同様に、先
ず、地面に穴を掘り、その穴に中で型枠を組んで
からコンクリートを流し込んで造作する方法があ
る。また、予め床、壁、天井などの部材を工場な
どで作つておき、地面に掘られた穴の中でそれら
の部材を組立てたり、穴のそばの地上で組立てて
からクレーンなどを用いてその穴の中に降ろした
りする、プレハブ式の方法もある。更には、工場
で床、壁、天井などを全て組立ててから設置箇所
に運び、そこに掘られた穴の中に降ろすユニツト
式の方法も考えられる。 The conventional method for installing a radioactive shelter underground is to first dig a hole in the ground, build a formwork inside the hole, and then pour concrete in the same way as when constructing a normal basement. There is. In addition, parts such as floors, walls, and ceilings are made in advance in a factory, and those parts are assembled in a hole dug in the ground, or they are assembled on the ground near the hole and then moved using a crane. There is also a prefabricated method that involves lowering it into a hole. Furthermore, a unit method may be considered in which the floor, walls, ceiling, etc. are all assembled in a factory, transported to the installation location, and lowered into a hole dug there.
「考案が解決しようとする問題点」
ところが、第一の方法は設置場所での作業が多
く、地下水湧出、気候の不順などにより工期が予
期していた以上に長びくことが少なくない。その
結果、工事費用が予定よりも多くかかつたり、竣
工が遅れたりする欠点がある。``The problem that the idea aims to solve'' However, the first method requires a lot of work at the installation site, and the construction period often takes longer than expected due to underground water seepage, unfavorable climate, etc. As a result, construction costs may be higher than planned and completion may be delayed.
プレハブ式やユニツト式の場合、このような欠
点は緩和ないし解消できる。しかし、これらの場
合には、設置作業や設置箇所までの運送との関係
で比較的軽量に作られるのが普通である。その結
果、放射線シエルタが地下に埋められてから後に
土圧や地下水によつて浮力を得て徐々に地上に持
ち上げられるという新たな欠点が持ち上つてきた
のである。 In the case of a prefabricated type or a unit type, such drawbacks can be alleviated or eliminated. However, in these cases, they are usually made relatively lightweight due to the installation work and transportation to the installation location. As a result, a new drawback arose: radiation siertas were buried underground and then gradually lifted to the surface by gaining buoyancy due to earth pressure and groundwater.
この考案は、かかる事情のもとで考え出された
もので、その目的は、プレハブ式やユニツト式の
ものに限らず、比較的軽量に作られた放射能シエ
ルタの土圧や地下水による浮上を防止することで
ある。 This idea was devised under these circumstances, and its purpose was to reduce the flotation caused by earth pressure and groundwater in relatively lightweight radioactive shelters, not limited to prefabricated or unit type ones. The goal is to prevent it.
「問題点を解決するための手段」
この考案は、上記の目的を達成するために、放
射能シエルタの本体をこれよりも平面積の大きい
べた基礎に固定し、上記本体の横壁外側に沿つて
上記べた基礎の上面に浮上防止用の重量ブロツク
を設けるという技術的手段を講じている。``Means for solving the problem'' In order to achieve the above-mentioned purpose, this invention fixes the main body of the radioactive shelter to a solid foundation with a larger planar area, and installs the main body along the outside of the side wall of the main body. A technical measure was taken to install a weight block on the top surface of the above-mentioned solid foundation to prevent floating.
このように構成することにより、上記本体及び
べた基礎に作用する浮力は重量ブロツクの重量で
相殺され、放射能シエルタの浮上が防止されるこ
とになる。 With this configuration, the buoyant force acting on the main body and the solid foundation is offset by the weight of the weight block, and the radioactivity shelterer is prevented from floating.
「実施例」
以下、この考案を図面を参照しつつ詳細に説明
する。"Example" This invention will be described in detail below with reference to the drawings.
第1図及び第2図はこの考案の一実施例を示
し、第1図は縦断側面図であり、第2図は第1図
の−線に沿う縦断面図である。この放射能シ
エルタの本体2はこれよりも平面積の大きいべた
基礎3上に載置される。この本体2とべた基礎3
とはアンカボルトなどを介して連結される。上記
本体2の前後及び左右の横壁21,22,23,
24の外側に沿つて上記べた基礎3の上面に浮上
防止用の重量ブロツク4…が上下3段に積重ねら
れる。 FIGS. 1 and 2 show an embodiment of this invention, with FIG. 1 being a longitudinal sectional side view and FIG. 2 being a longitudinal sectional view taken along the line - in FIG. 1. The main body 2 of this radiation shelter is placed on a solid base 3 having a larger planar area. This main body 2 and solid foundation 3
It is connected to via anchor bolts etc. Front and rear and left and right horizontal walls 21, 22, 23 of the main body 2,
On the upper surface of the solid foundation 3 along the outside of the block 24, weight blocks 4 for preventing floating are stacked in three layers, one above the other.
この重量ブロツク4…は、コンクリート製であ
り、それぞれの内部に中空部分を有する。この中
空部分には礫、石、砂利、砂等の重量充填物5が
詰め込められる。最上段の重量ブロツク4…の上
面は必要に応じて蓋6で覆われる。又、これら重
量ブロツク4…及び蓋6には重量ブロツク4…の
内部と外部とを連通させる通水孔(図示略)が設
けられる。従つて、重量ブロツク4…は中空部分
を設けることにより軽量化されるのであるが、そ
こに詰め込まれた礫などの重量充填物5と、通水
孔から入つて来る地下水の重量とによつて軽量化
された重量が埋め合せられることになる。 The weight blocks 4 are made of concrete and each has a hollow portion inside. This hollow portion is filled with a heavy filler 5 such as gravel, stones, gravel, and sand. The top surface of the topmost weight block 4 is covered with a lid 6 if necessary. Further, the weight blocks 4 and the lid 6 are provided with water holes (not shown) that communicate the inside and outside of the weight blocks 4. Therefore, the weight of the heavy block 4 can be reduced by providing a hollow part, but the weight of the heavy filler 5 such as gravel packed therein and the weight of groundwater coming in from the water hole This will compensate for the reduced weight.
尚、上記本体2内には居室7、出入口室8、こ
れら両室7,8を連絡するための通路9及び機械
室10が設けられる。又、通路9の両側(第2図
上、左右両側)にはキツチン(図示略)と便所
(図示略)とが設けられる。更に、上記機械室1
0には発電装置11、換気フアン装置12、給排
水装置(図示略)などが格納されている。符号1
3はハツチ、14は非常用ハツチ、15,16は
各出入用はしご、17は換気パイプ、18…は水
タンク、19,19は内部仕切ドアである。 Incidentally, inside the main body 2, there are provided a living room 7, an entrance/exit room 8, a passage 9 for communicating these two rooms 7, 8, and a machine room 10. Furthermore, a kitchen (not shown) and a toilet (not shown) are provided on both sides of the passageway 9 (on both left and right sides in FIG. 2). Furthermore, the machine room 1
0 stores a power generation device 11, a ventilation fan device 12, a water supply and drainage device (not shown), and the like. code 1
3 is a hatch, 14 is an emergency hatch, 15 and 16 are ladders for each access, 17 is a ventilation pipe, 18 is a water tank, and 19 and 19 are internal partition doors.
「効果」
以上説明したように、この考案によれば、放射
能シエルタの本体をこれよりも平面積の大きいべ
た基礎に固定し、上記本体の横壁外側に沿つて上
記べた基礎の上面に浮上防止用の重量ブロツクを
設けるので、上記本体及びべた基礎に作用する浮
力が重量ブロツクの重量で相殺され、放射能シエ
ルタの浮上が防止されることになる。翻つてみれ
ば、上記本体又はこれを構成する部材を軽量化し
て運送し易くできることになる。"Effects" As explained above, according to this invention, the main body of the radioactive shelter is fixed to a solid foundation with a larger plane area, and the main body is prevented from floating on the top surface of the solid foundation along the outside of the side wall of the main body. Since a weight block is provided, the buoyant force acting on the main body and the solid foundation is offset by the weight of the weight block, thereby preventing the radiation shelter from floating. In other words, the main body or the members constituting it can be made lighter and easier to transport.
もちろん、この考案は上述の一実施例によつて
限定されるのではなく、例えば、重量ブロツクを
中空部分がない中実のものにしてもよい。又、そ
の素材もコンクリートに限らず、鉄、鋼など種々
のものが考えられる。 Of course, the present invention is not limited to the above-mentioned embodiment; for example, the weight block may be solid without any hollow parts. Moreover, the material is not limited to concrete, but various materials such as iron and steel can be considered.
第1図及び第2図はこの考案の一実施例を示
し、第1図は縦断側面図、第2図は第1図の−
線に沿う縦断面図である。
2…本体、3…べた基礎、4…重量ブロツク、
21,22,23,24…横壁。
Figures 1 and 2 show an embodiment of this invention, with Figure 1 being a longitudinal sectional side view and Figure 2 being the same as that shown in Figure 1.
It is a longitudinal cross-sectional view along a line. 2... Main body, 3... Solid foundation, 4... Weight block,
21, 22, 23, 24...side wall.
Claims (1)
きいべた基礎に固定し、上記本体の横壁外側に沿
つて上記べた基礎の上面に浮上防止用の重量ブロ
ツクを設けたことを特徴とする放射能シエルタ。 A radiation shelter, characterized in that the main body of the radiation shelter is fixed to a solid foundation having a larger planar area, and a weight block for preventing floating is provided on the upper surface of the solid foundation along the outside of the side wall of the main body. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12567684U JPS6139753U (en) | 1984-08-18 | 1984-08-18 | radioactive sierta |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12567684U JPS6139753U (en) | 1984-08-18 | 1984-08-18 | radioactive sierta |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6139753U JPS6139753U (en) | 1986-03-13 |
JPH0145306Y2 true JPH0145306Y2 (en) | 1989-12-27 |
Family
ID=30684371
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12567684U Granted JPS6139753U (en) | 1984-08-18 | 1984-08-18 | radioactive sierta |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6139753U (en) |
-
1984
- 1984-08-18 JP JP12567684U patent/JPS6139753U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6139753U (en) | 1986-03-13 |
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