JPH073477B2 - Underground structure for storage and disposal of radioactive waste - Google Patents
Underground structure for storage and disposal of radioactive wasteInfo
- Publication number
- JPH073477B2 JPH073477B2 JP7626787A JP7626787A JPH073477B2 JP H073477 B2 JPH073477 B2 JP H073477B2 JP 7626787 A JP7626787 A JP 7626787A JP 7626787 A JP7626787 A JP 7626787A JP H073477 B2 JPH073477 B2 JP H073477B2
- Authority
- JP
- Japan
- Prior art keywords
- storage
- disposal
- radioactive waste
- underground structure
- solidified body
- 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 - Fee Related
Links
- 239000002901 radioactive waste Substances 0.000 title claims description 27
- 239000003673 groundwater Substances 0.000 claims description 32
- 239000007788 liquid Substances 0.000 claims description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 238000009412 basement excavation Methods 0.000 claims description 8
- 230000005484 gravity Effects 0.000 claims description 7
- 239000011261 inert gas Substances 0.000 claims description 6
- 239000002699 waste material Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 3
- 239000000941 radioactive substance Substances 0.000 claims 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 7
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 4
- 238000011109 contamination Methods 0.000 description 4
- 239000010779 crude oil Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002927 high level radioactive waste Substances 0.000 description 3
- 230000002285 radioactive effect Effects 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 239000002910 solid waste Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 229910001873 dinitrogen Inorganic materials 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 235000006506 Brasenia schreberi Nutrition 0.000 description 1
- 244000267222 Brasenia schreberi Species 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000005388 borosilicate glass Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000003456 ion exchange resin Substances 0.000 description 1
- 229920003303 ion-exchange polymer Polymers 0.000 description 1
- 239000010808 liquid waste Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000012958 reprocessing Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002915 spent fuel radioactive waste Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Landscapes
- Processing Of Solid Wastes (AREA)
Description
【発明の詳細な説明】 <産業上の利用分野> 本発明は、放射性廃棄物特に比較的高いレベルの放射性
廃棄物の貯蔵・処分用の地中構造体に関する。TECHNICAL FIELD The present invention relates to an underground structure for storing and disposing of radioactive waste, particularly relatively high level radioactive waste.
<従来の技術> 原子炉などの稼働によって発生する放射性廃棄物には、
気体状のもの、液体状のもの及び固体状のものがあり、
そのうち気体状の放射性廃棄物には、揮発性のものと、
浮遊性の微粒子が含まれたものとがあり、これらの浮遊
性の微粒子は、主に除去効率の高い高性能フィルターに
よって除去される。揮発性のものについては、活性炭フ
ィルターによって除去したり、活性炭ホールドアップ装
置に保留したりする方法が用いられている。液体廃棄物
は、スラッジのような高粘度のものを除いて、主にイオ
ン交換樹脂や蒸発濃縮器によって処理する。固体廃棄物
には、使用済樹脂、使用済制御棒などから、汚染機械や
防護衣服などがあり、これらは前記スラッジと同様に、
通常は一定の期間貯蔵して、放射能の減衰を図った後、
セメント又はアスファルトで固化し所定の貯蔵施設に保
管され、原子炉等規制法に基づいた濃度上限値を越えな
いレベルの廃棄物は最終的に地中に設けられたコンクリ
ートピット内に埋設処分される。また、使用済み燃料の
再処理から発生する高レベルの放射性廃棄物はセラミッ
ク化したり、ホウケイ酸ガラスによってガラス化し、キ
ャニスターなどの封入容器に収納し、所定の条件を備え
た深海に投棄したり、花崗岩層などの岩石層中に処分さ
れる。このように岩石層の貯蔵・処分室に放射性廃棄物
を格納して貯蔵する場合、岩盤の性質、岩盤及び周囲の
地層の安定度、地下水などの水理学的な適性などを勘案
して貯蔵サイトを選定することになる。貯蔵・処分室
は、地表面から少くとも数百mの深さに、相当大きな広
さ(例えば幅数100m×長さ1000m)をもつように形成す
べきである。<Prior art> For radioactive waste generated by the operation of nuclear reactors,
There are gaseous ones, liquid ones and solid ones.
Of these, the radioactive waste in the gaseous form is volatile,
Some include floating particles, and these floating particles are mainly removed by a high-performance filter having high removal efficiency. For volatile substances, a method of removing them with an activated carbon filter or holding them in an activated carbon holdup device is used. Liquid wastes are mainly treated with ion exchange resins and evaporative concentrators, except for those with high viscosity such as sludge. Solid waste includes used resins, used control rods, etc., contaminated machines, protective clothing, etc.
Usually, after storing for a certain period of time to reduce radioactivity,
Solidified by cement or asphalt, stored in a designated storage facility, and wastes at a level that does not exceed the upper limit concentration based on the Nuclear Reactor Regulation Law are finally buried in a concrete pit under the ground. . In addition, high-level radioactive waste generated from the reprocessing of spent fuel is made into ceramics, vitrified with borosilicate glass, stored in a sealed container such as a canister, and dumped in the deep sea provided with predetermined conditions, It is disposed in rock layers such as granite layers. In this way, when radioactive waste is stored and stored in the rock layer storage / disposal room, the storage site is to take into consideration the characteristics of the bedrock, the stability of the bedrock and surrounding strata, and the hydraulic suitability of groundwater. Will be selected. Storage / disposal chambers should be constructed at a depth of at least a few hundred meters above the surface of the earth and with a fairly large area (eg, a few hundred meters wide x 1000 m long).
従来は、このように貯蔵・処分室を地層中に掘削し、貯
蔵・処分室の囲壁にコンクリートなどを吹付けることに
よって、ライニングを形成し、又は適当な材料で埋戻し
て空間を十分に閉鎖し、又は、ベントナイトなどの遮水
層を形成し、又は貯蔵・処分室の周囲又は内部に集水部
を設け、地下水位を変えることによって、貯蔵・処分室
への地下水の浸入を防止していたが、高レベルの放射性
廃棄物のように数100年以上も保存しようとする場合
は、地下水が徐々にではあるが、貯蔵・処分室に浸入す
るため、十分な遮水効果が得られなかった。Conventionally, the storage / disposal chamber is excavated in the stratum in this way, and concrete is sprayed on the walls of the storage / disposal chamber to form a lining or backfill with an appropriate material to sufficiently close the space. Or, by forming a water barrier layer such as bentonite, or by providing a water collecting part around or inside the storage / disposal room, the groundwater level is changed to prevent the infiltration of groundwater into the storage / disposal room. However, if the water is to be stored for hundreds of years or more like high-level radioactive waste, groundwater will gradually infiltrate into the storage / disposal room, but a sufficient water shielding effect cannot be obtained. It was
<発明が解決しようとする問題点> 本発明は、前記のように貯蔵・処分室に放射性廃棄物の
固化体又はその封入容器を収容して長期に亘り貯蔵する
場合に、周囲の地層からの地下水が固化体又はその封入
容器と接触しないようにして、地下水の放射能汚染を防
止すると共に、固化体又はその封入容器の地下水による
腐触を防止するようにした、放射性廃棄物の貯蔵・処分
用の地中構造体を提供することを目的としている。<Problems to be Solved by the Invention> In the present invention, when the solidified body of radioactive waste or its enclosure is stored in the storage / disposal chamber for long-term storage as described above, Storage and disposal of radioactive waste by preventing groundwater from contacting the solidified body or its enclosure and preventing radioactive contamination of the groundwater as well as preventing corrosion of the solidified body or its enclosure by groundwater. The purpose is to provide an underground structure for use.
本発明は、一度に大量の放射性廃棄物を貯蔵し処分する
ことができるようにした、放射性廃棄物の貯蔵・処分用
の地中構造体を提供することを目的としている。It is an object of the present invention to provide an underground structure for storing and disposing of radioactive waste, which enables a large amount of radioactive waste to be stored and disposed of at one time.
本発明は、放射性廃棄物の核種と生物圏との隔離ができ
るだけ完全に行われるようにした、放射性廃棄物の貯蔵
・処分用の地中構造体を提供することにある。It is an object of the present invention to provide an underground structure for the storage and disposal of radioactive waste, in which the separation between the radioactive waste nuclide and the biosphere is performed as completely as possible.
<問題点を解決するための手段> これらの目的のために、本発明により、掘削によって地
層の地下水面下に形成した貯蔵・処分室と、該貯蔵・処
分室中に配置してあり、放射性廃棄物の固化体又は該固
化体を収納した容器を載置した架台と、該架台上の前記
固化体又は容器の周囲において前記貯蔵・処分室中に満
たして前記貯蔵・処分室に浸入しようとする地下水の水
圧と釣合うようにした非親水性液とからなる放射性廃棄
物の貯蔵・処分用の地中構造体が提供される。<Means for Solving Problems> For these purposes, according to the present invention, a storage / disposal chamber formed below the water table of a stratum by excavation, and a storage / disposal chamber disposed in the storage / disposal chamber, A platform on which a solidified body of waste or a container containing the solidified body is placed, and an attempt is made to fill the storage / disposal chamber around the solidified body or container on the platform to enter the storage / disposal chamber. There is provided an underground structure for storage and disposal of radioactive waste, which is composed of a non-hydrophilic liquid that is balanced with the water pressure of the ground water.
同様に、本発明によって、掘削によって地層の地下水面
下に形成した貯蔵・処分室と、該貯蔵・処分室中に配置
してあり、放射性廃棄物の固化体又は該固化体と収納し
た容器を載置した架台と、該架台と前記固化体又は容器
を包囲して配設した遮蔽体とを有し、該遮蔽体の内部に
は充満した不活性ガスを、また前記貯蔵・処分室と遮蔽
板間には、浸入しようとする地下水の水圧と釣合うよう
に浸漬した非親水性液とをそれぞれ配備してなる放射性
廃棄物の貯蔵・処分用の地中構造体も提供される。Similarly, according to the present invention, a storage / disposal chamber formed below the water table of the stratum by excavation, and a solid waste of radioactive waste or a container containing the solid waste and disposed therein. It has a mounted pedestal, a shielding body which surrounds the pedestal and the solidified body or the container, and shields the storage / disposal chamber from the filled inert gas inside the shielding body. There is also provided an underground structure for storing and disposing of radioactive waste, which is provided with a non-hydrophilic liquid soaked so as to balance with the water pressure of the ground water to be infiltrated between the plates.
<作用> 本発明の構成により、周囲の地層からの地下水は、非親
水性液と接触し、比重差によって、地中構造体の最も下
方のピットに集められるため、貯蔵・処分室中の固化体
と接触できなくなり、放射性廃棄物中の核種と地下水を
介した生物圏との接触が有効に防止される。<Operation> With the configuration of the present invention, groundwater from the surrounding strata comes into contact with the non-hydrophilic liquid and is collected in the lowest pit of the underground structure due to the difference in specific gravity, and thus solidifies in the storage / disposal chamber. This prevents contact with the body and effectively prevents contact between radionuclides in radioactive waste and the biosphere via groundwater.
<実施例> 次に、図面に示した実施例について一層詳細に説明す
る。<Example> Next, the example shown in the drawings will be described in more detail.
第1,2図において、10は地表面11から掘削によって形成
した空洞状の貯蔵・処分室であり、地表面11側の入口の
坑道から、地下水層9の下方まで、ほぼ同じ幅に堀進ん
だ後、放射性廃棄物の収納スペースを形成するように、
幅が広げられる。第1図では貯蔵・処分室10の全体の垂
直断面形状は徳利形になっているが、本発明はこの特定
の形状には限定されない。掘削の貯蔵・処分室10の内部
に周囲の地層(多くは岩石層)から、浸入しようとする
地下水は掘削の間グラウト注入や止水板などによって阻
止する。次に貯蔵・処分室10の底面に架台2を載置す
る。この架台は、図示した例では、脚部5と、底板4
と、隔壁6と、頂板3とから成る2層多室構造である
が、必要に応じて2層よりも多くの数の多層多室構造と
してもよい。In Figs. 1 and 2, reference numeral 10 denotes a hollow storage / disposal chamber formed by excavation from the ground surface 11, which extends from the entrance tunnel on the ground surface 11 side to the lower part of the groundwater layer 9 with almost the same width. After that, to form a storage space for radioactive waste,
The width can be widened. In FIG. 1, the entire vertical sectional shape of the storage / disposal chamber 10 is a bottle shape, but the present invention is not limited to this particular shape. Groundwater that is about to enter the storage / disposal chamber 10 of the excavation from the surrounding stratum (mostly rock layer) is stopped by the grout injection or the water stop plate during the excavation. Next, the gantry 2 is placed on the bottom of the storage / disposal room 10. In the illustrated example, this mount includes a leg portion 5 and a bottom plate 4.
Although it is a two-layer multi-chamber structure including the partition wall 6 and the top plate 3, it may be a multi-layer multi-chamber structure having more than two layers as required.
脚部5は第1,2図に示すように、貯蔵・処分室10の縦横
方向に適数設け、石油などの非親水性液がその間の全部
の空所に自由に流入出しうるようにする。また、貯蔵・
処分室10の大きさは、主として経済上の理由から横方向
(第2図の左右方向)に数10m、縦方向(第1図の左右
方向)に数100mの大きさとし、坑道部の直径は、架台2
の各々の構成部分である頂板3、底板4、脚部5又は隔
壁6、水中ポンプ12(後述する)又は固化体1(後述す
る)を、掘削後に仮設されるエレベーターによって搬入
しうる大きさとする。As shown in FIGS. 1 and 2, the leg portions 5 are provided in appropriate numbers in the vertical and horizontal directions of the storage / disposal chamber 10 so that non-hydrophilic liquid such as petroleum can freely flow into and out of all the spaces therebetween. . In addition,
The size of the disposal chamber 10 is several tens of meters in the horizontal direction (horizontal direction in FIG. 2) and several hundred meters in the vertical direction (horizontal direction in FIG. 1) mainly for economic reasons, and the diameter of the tunnel is , Stand 2
The top plate 3, the bottom plate 4, the legs 5, the partition wall 6, the submersible pump 12 (described later) or the solidified body 1 (described later), which are the respective constituent parts of the, are sized so that they can be carried in by an elevator temporarily installed after excavation. .
第2図に示すように、貯蔵・処分室10に至る坑道部分の
直下には、貯蔵・処分室10の床の高さよりも下方にポン
プ室があり、このポンプ室の内部には水中ポンプ12が収
納され、揚水管13によって地表面11上の図示しない排水
部所に連結されている。As shown in FIG. 2, a pump room is located below the floor of the storage / disposal room 10 just below the tunnel leading to the storage / disposal room 10. Inside the pump room, there is a submersible pump 12 Is stored and is connected by a pumping pipe 13 to a drainage part (not shown) on the ground surface 11.
第1,2図において1は、放射性廃棄物の固化体であり、
キャニスターなどの封入容器に収納され封止されている
ことが好ましいが、固化体のままでもよい。放射性廃棄
物のうち、本発明に従って貯蔵可能なものには、スラッ
ジ又は廃液などの液状のものから、使用済樹脂又は使用
済制御棒などの固体状のものがあり、これらは通常は、
セメント又はアスファルトを混合して固化したりガラス
化したりして固化体1とする。In Figures 1 and 2, 1 is a solidified body of radioactive waste,
It is preferably housed in a sealed container such as a canister and sealed, but it may be a solidified body as it is. Among radioactive wastes, those that can be stored according to the present invention include liquid ones such as sludge or waste liquid, and solid ones such as used resins or used control rods, which are usually
Cement or asphalt is mixed and solidified or vitrified to obtain a solidified body 1.
架台2と固化体1とを貯蔵・処分室10の床面上に設置し
た後、貯蔵・処分室10の壁面から、地下水が湧出し始め
る前に、できるだけ速く、坑道側から非親水性液例えば
原油を周囲の地層から水圧と平衡する液位7′まで充満
する。非親水性液としては、原油のほかに、種々の製造
工程から得られる廃油など、地下水よりも低比重でコス
トの低廉な各種の液を使用することができる。周囲の地
層からの地下水は、この非親水性液のため、固化体に到
達できないため、地下水に放射能による汚染が防止され
る地下水は貯蔵・処分室10の底面からもその内部に浸入
しようとするが、架台2の脚部5のため、下方の固化体
1と貯蔵・処分室10の底面との間にも、非親水性液が存
在することにより、地下水と固化体1との直接の接触が
防止される。After installing the gantry 2 and the solidified body 1 on the floor of the storage / disposal chamber 10, before the groundwater begins to spout from the wall of the storage / disposal chamber 10, as soon as possible, a non-hydrophilic liquid from the tunnel side, for example, The crude oil is filled from the surrounding formation to the liquid level 7'which is in equilibrium with the water pressure. As the non-hydrophilic liquid, in addition to crude oil, various liquids having lower specific gravity and lower cost than groundwater, such as waste oil obtained from various manufacturing processes, can be used. Groundwater from the surrounding strata cannot reach the solidified body due to this non-hydrophilic liquid, so groundwater that prevents contamination of the groundwater by radioactivity will try to infiltrate into the interior of the storage and disposal chamber 10 from the bottom. However, because of the legs 5 of the pedestal 2, the non-hydrophilic liquid is present between the lower solidified body 1 and the bottom of the storage / disposal chamber 10, so that the ground water and the solidified body 1 are directly connected to each other. Contact is prevented.
貯蔵・処分室10の囲壁から貯蔵・処分室10の内部に浸入
した地下水は、それを満たしている非親水性液と接触
し、比重差によって下方のポンプ室に集水され、水中ポ
ンプ12により配管13を経て地表面11上に揚水されて除去
される。Groundwater that has entered the storage / disposal room 10 from the surrounding wall of the storage / disposal room 10 comes into contact with the non-hydrophilic liquid that fills it, and is collected in the lower pump room due to the difference in specific gravity. It is pumped up and removed on the ground surface 11 through the pipe 13.
この実施例では、複数の取付脚を備えた多段多室型の架
台を使用したが、固化体1又はその封入容器の下面が貯
蔵・処分室10の底面よりも高い位置に支持されることに
よって非親水性液が固化体1又はその封入容器の底面を
含めた全面を囲むようにするものであれば、どのような
構造を用いても差し支えない。例えば貯蔵・処分室10の
天井から架台2を吊下した場合も本発明の範囲に含まれ
る。In this embodiment, a multi-stage multi-chamber type pedestal provided with a plurality of mounting legs was used, but the lower surface of the solidified body 1 or its enclosure is supported at a position higher than the bottom surface of the storage / disposal chamber 10. Any structure may be used as long as the non-hydrophilic liquid surrounds the entire surface of the solidified body 1 or the enclosed container including the bottom surface. For example, the case where the gantry 2 is suspended from the ceiling of the storage / disposal room 10 is also included in the scope of the present invention.
第3,4図の実施例においては、脚部5を除いた架台2の
部分及び固化体1を、ステンレスなどの金属材料製の遮
蔽体14によって覆った後、この遮蔽体14の内部に配管15
を介して、窒素ガスなどの不活性ガスを封入する。この
場合、架台2上の固化体1は、周囲の地層からの地下水
から、非親水性液と不活性ガスとによって二重に遮蔽さ
れるため、地下水の放射能汚染の危険性は更に少くな
る。その他の点では、第3,4図の実施例は、第1,2図に示
した実施例と全く同様である。In the embodiment shown in FIGS. 3 and 4, after covering the portion of the pedestal 2 excluding the legs 5 and the solidified body 1 with a shield 14 made of a metal material such as stainless steel, piping is provided inside the shield 14. 15
An inert gas such as nitrogen gas is filled in through. In this case, the solidified body 1 on the pedestal 2 is doubly shielded from the groundwater from the surrounding strata by the non-hydrophilic liquid and the inert gas, so that the risk of radioactive contamination of the groundwater is further reduced. . In other respects, the embodiment shown in FIGS. 3 and 4 is exactly the same as the embodiment shown in FIGS.
<発明の効果> 本発明によれば、地層中に空洞状の貯蔵・処分室を形成
し、貯蔵・処分室の囲壁にコンクリートなどのライニン
グを施したり、内部の空所の部分を埋戻し材などで埋戻
すことなく、原油などの非親水性液を内部に空所の部分
に、充填浸漬させるようにしたので、囲壁の部分から貯
蔵・処分室の内部に浸入しようとする地下水は、非親水
性液の底に溜り、随時ポンプによって吸出すことができ
るため、地下水の浸入が長期に亘って防止され、その結
果として、地下水の放射能汚染と、固化体又はその封入
容器の地下水による腐蝕とが防止される。また、非親水
性液の層が液体で、地下水圧と平衡されるため、常に安
定であり、地圧の変動等によって破壊されない。また非
親水性液を地中に貯蔵する技術上の問題は、地下石油備
蓄によって実証された技術をそのまま適用することによ
って容易に解決できる。また、第3,4図の実施例におい
て、貯蔵・処分室中の架台及びそれに載置された固化体
をステンレスなどの遮蔽体で覆い、その内部に不活性ガ
ス例えば窒素ガスを充填した場合には、この不活性ガス
と非親水性液とによって二重の遮水効果が達せられる。<Effects of the Invention> According to the present invention, a hollow storage / disposal chamber is formed in the stratum, and the surrounding wall of the storage / disposal chamber is lined with concrete or the like, and an internal void portion is backfilled. Non-hydrophilic liquid such as crude oil was filled and immersed in the empty space without backfilling it with water, etc. Since it collects at the bottom of the hydrophilic liquid and can be sucked out by a pump at any time, infiltration of groundwater is prevented for a long period of time, resulting in radioactive contamination of groundwater and corrosion of solidified bodies or their enclosures by groundwater. And are prevented. In addition, since the non-hydrophilic liquid layer is a liquid and is in equilibrium with the groundwater pressure, it is always stable and is not destroyed by fluctuations in the ground pressure. Moreover, the technical problem of storing non-hydrophilic liquid in the ground can be easily solved by directly applying the technology demonstrated by underground oil storage. Further, in the embodiment of FIGS. 3 and 4, when the pedestal in the storage / disposal room and the solidified body placed on it are covered with a shield such as stainless steel, and the inside is filled with an inert gas such as nitrogen gas, With this inert gas and the non-hydrophilic liquid, a double water shield effect can be achieved.
第1図は、本発明の第1実施例による地中構造体を示す
縦断面図、第2図は、第1図のA−A線に沿って切断し
て示した横断面図、第3図は、本発明の第2実施例によ
る地中構造体を示す縦断面図、第4図は、第3図のB−
B線に沿って切断して示した横断面図である。 1……固化体、7……非親水性液、10……貯蔵・処分
室、11……地表面。1 is a longitudinal sectional view showing an underground structure according to a first embodiment of the present invention, FIG. 2 is a transverse sectional view cut along the line AA in FIG. 1, and FIG. FIG. 4 is a vertical sectional view showing an underground structure according to a second embodiment of the present invention, and FIG.
It is the cross-sectional view cut and shown along the B line. 1 ... Solidified body, 7 ... Non-hydrophilic liquid, 10 ... Storage / disposal room, 11 ... Ground surface.
Claims (8)
貯蔵・処分室と、該貯蔵・処分室中に配置してあり、放
射性廃棄物の固化体又は該固化体を収納した容器を載置
した架台と、該架台上の前記固化体又は容器の周囲にお
いて前記貯蔵・処分室中に満たして前記貯蔵・処分室に
浸入しようとする地下水の水圧と釣合うようにした非親
水性液とからなる放射性廃棄物の貯蔵・処分用の地中構
造体。1. A storage / disposal chamber formed below the water table of the stratum by excavation, and a solidified body of radioactive waste or a container containing the solidified body placed in the storage / disposal room. And a non-hydrophilic liquid that fills the storage / disposal chamber around the solidified body or container on the platform and balances with the water pressure of the ground water to enter the storage / disposal chamber. Underground structure for storage and disposal of radioactive waste.
使用した特許請求の範囲第1項記載の放射性廃棄物の貯
蔵・処分用の地中構造体。2. The underground structure for storing and disposing of radioactive waste according to claim 1, wherein a liquid having a lower specific gravity than groundwater is used as the non-hydrophilic liquid.
処分室周囲の地層から浸入する地下水を比重差によって
集水し、集水した水を地表面まで揚水するようにしたピ
ットを備えてなる特許請求の範囲第1項又は第2項記載
の放射性廃棄物の貯蔵・処分用の地中構造体。3. A storage / disposal chamber at the bottom of the bottom,
The radioactive waste according to claim 1 or 2, further comprising: a pit configured to collect groundwater entering from a stratum around the disposal room by a difference in specific gravity and pump the collected water to the ground surface. An underground structure for the storage and disposal of goods.
室の底面の上方に支持した特許請求の範囲第1〜3項の
いずれか1項記載の放射性廃棄物の貯蔵・処分用の地中
構造体。4. The underground for storage / disposal of radioactive waste according to claim 1, wherein the gantry is supported above a bottom surface of the storage / disposal chamber by a plurality of support legs. Structure.
貯蔵・処分室と、該貯蔵・処分室中に配置してあり、放
射性廃棄物の固化体又は該固化体と収納した容器を載置
した架台と、該架台と前記固化体又は容器を包囲して配
設した遮蔽体とを有し、該遮蔽体の内部には充満した不
活性ガスを、また前記貯蔵・処分室と遮蔽板間には、浸
入しようとする地下水の水圧と釣合うように浸漬した非
親水性液とをそれぞれ配備してなる放射性廃棄物の貯蔵
・処分用の地中構造体。5. A storage / disposal chamber formed below the water table of the stratum by excavation, and a solidified body of radioactive waste or a container containing the solidified body placed in the storage / disposal room. And a shield that surrounds the solid and the solidified body or container, and the inside of the shield is filled with an inert gas, and between the storage / disposal chamber and the shield plate. Is an underground structure for storage and disposal of radioactive waste, which is provided with a non-hydrophilic liquid soaked to balance with the water pressure of the ground water to be infiltrated.
使用した特許請求の範囲第5項記載の放射性廃棄物の貯
蔵・処分用の地中構造体。6. The underground structure for storing and disposing of radioactive waste according to claim 5, wherein a liquid having a lower specific gravity than groundwater is used as the non-hydrophilic liquid.
処分室の周囲の地層から浸入する地下水を比重差によっ
て集水し、集水した水を地表面まで揚水するようにした
ピットを備えてなる特許請求の範囲第6項又は第7項記
載の放射性廃棄物の貯蔵・処分用の地中構造体。7. A storage / disposal chamber is provided at the bottom of the storage / disposal chamber.
The radioactive substance according to claim 6 or 7, further comprising: a pit configured to collect groundwater entering from a stratum around the disposal room by a difference in specific gravity and pump the collected water to the ground surface. An underground structure for waste storage and disposal.
方に支持した特許請求の範囲第5〜7項のいずれか1項
記載の放射性廃棄物の貯蔵・処分用の地中構造体。8. An underground structure for storage / disposal of radioactive waste according to claim 5, wherein the gantry is supported above the bottom surfaces of a plurality of storage / disposal chambers. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7626787A JPH073477B2 (en) | 1987-03-31 | 1987-03-31 | Underground structure for storage and disposal of radioactive waste |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7626787A JPH073477B2 (en) | 1987-03-31 | 1987-03-31 | Underground structure for storage and disposal of radioactive waste |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63243799A JPS63243799A (en) | 1988-10-11 |
| JPH073477B2 true JPH073477B2 (en) | 1995-01-18 |
Family
ID=13600456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7626787A Expired - Fee Related JPH073477B2 (en) | 1987-03-31 | 1987-03-31 | Underground structure for storage and disposal of radioactive waste |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH073477B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4696200B2 (en) * | 2009-02-12 | 2011-06-08 | 強化土株式会社 | Ground injection method |
| JP7229086B2 (en) * | 2019-04-24 | 2023-02-27 | 株式会社安藤・間 | Radioactive waste disposal tunnel structure, disposal tunnel structure manufacturing method, and disposal tunnel structure maintenance method |
-
1987
- 1987-03-31 JP JP7626787A patent/JPH073477B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63243799A (en) | 1988-10-11 |
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