JPS61201200A - Equipment for treating stratum of radiation waste and execution method thereof - Google Patents

Equipment for treating stratum of radiation waste and execution method thereof

Info

Publication number
JPS61201200A
JPS61201200A JP4233385A JP4233385A JPS61201200A JP S61201200 A JPS61201200 A JP S61201200A JP 4233385 A JP4233385 A JP 4233385A JP 4233385 A JP4233385 A JP 4233385A JP S61201200 A JPS61201200 A JP S61201200A
Authority
JP
Japan
Prior art keywords
disposal
radioactive waste
buffer material
container
solidified
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
JP4233385A
Other languages
Japanese (ja)
Other versions
JPH0543078B2 (en
Inventor
卓 石井
橋本 修左
伸也 西尾
大槻 博之
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP4233385A priority Critical patent/JPS61201200A/en
Publication of JPS61201200A publication Critical patent/JPS61201200A/en
Publication of JPH0543078B2 publication Critical patent/JPH0543078B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は、放射性廃棄物を地下の岩盤内に埋設して地上
の生物圏から隔離する放射性廃棄物の地層処分施設およ
びその施工方法に関するものである。
[Detailed Description of the Invention] "Industrial Application Field" The present invention relates to a geological disposal facility for radioactive waste that buries radioactive waste in underground rock and isolates it from the biosphere above ground, and a method for constructing the same. It is.

「従来の技術」 使用済み核燃料を再処理する過程で発生する高レベル放
射性廃棄物は、長期間にわたって高い牧射能を有するた
め、ガラス固化などの十分な安全対策を施して、ある期
間貯蔵管理された後、最終的には処分により生物圏から
隔離されなければならない。
"Conventional technology" High-level radioactive waste generated in the process of reprocessing spent nuclear fuel has high radiation activity over a long period of time, so it is necessary to take sufficient safety measures such as vitrification and store it for a certain period of time. After that, they must ultimately be separated from the biosphere by disposal.

従来、このような放射性廃棄物を処分するための施設と
して、例えば第12図に示すような地層処分施設が考え
られている。この施設は、地下500m〜l000mの
岩盤G内に坑道21を設け、この坑道21の床面に処分
ピット22を穿設し、この処分ピット22の中に放射性
廃棄物の固化体パッケージ23を格納するようにしたも
のである。この固化体パッケージ23は、例えばガラス
固化した放射性廃棄物をステンレス製のキャニスタ−内
に密閉したしのであるが、半永久的に格納されるもので
あるからキャニスタ−を可及的に健全に保つ必要がある
。従って、この施設の場合、処分ピット22の内面と固
化体パッケージ23との間に、バッファ材(ベントナイ
ト等の止水性の高い粘土)を予め工場等で第13図の如
く半円筒状に圧縮成形してなる止水ブロック24を複数
個積層状態で設け、固化体パッケージ23に地下水等の
水分が浸透するのを防止するようにしている。
Conventionally, a geological disposal facility as shown in FIG. 12, for example, has been considered as a facility for disposing of such radioactive waste. This facility has a tunnel 21 installed in bedrock G 500m to 1000m underground, a disposal pit 22 drilled on the floor of this tunnel 21, and a solidified package 23 of radioactive waste stored in this disposal pit 22. It was designed to do so. This solidified package 23 is made by sealing vitrified radioactive waste inside a stainless steel canister, but since it is stored semi-permanently, it is necessary to keep the canister as healthy as possible. There is. Therefore, in the case of this facility, a buffer material (clay with high water-stopping properties such as bentonite) is pre-compression molded in a factory into a semi-cylindrical shape as shown in Fig. 13 between the inner surface of the disposal pit 22 and the solidified material package 23. A plurality of water stop blocks 24 are provided in a stacked state to prevent water such as ground water from penetrating into the solidified package 23.

[発明が解決しようとする問題点] しかしながら、第12図例の地層処分施設においては、
各止水ブロック24の間の多くの継ぎ目25に隙間か生
じるわそれがある。つまり、これらの継ぎ目25から水
分が浸透して固化体パッケージ23に触れた場合、放射
性廃棄物の崩壊熱によって高温状態となっているキャニ
スタ−が短期間に腐食して、内部の放射性核種が漏洩す
る事故が考えられろ。
[Problems to be solved by the invention] However, in the geological disposal facility shown in Figure 12,
There are gaps in the many seams 25 between each water stop block 24. In other words, if moisture permeates through these seams 25 and touches the solidified package 23, the canister, which is heated to a high temperature due to the decay heat of the radioactive waste, will corrode in a short period of time, causing the radioactive nuclides inside to leak. Can you think of an accident that would happen?

本発明はこのような事情に鑑みてなされたもので、その
目的とするところは、処分ピット内の液密性を高めて健
全性の高い放射性廃棄物の処分施設およびその施工方法
を提供することにある。
The present invention was made in view of the above circumstances, and its purpose is to provide a highly sound radioactive waste disposal facility and its construction method by increasing the liquid tightness in the disposal pit. It is in.

「問題点を解決するための手段」 本発明の放射性廃棄物の地層処分施設は、処分ピント内
にバッファ材を容器状に成形してなる止水容器を設け、
この止水容器内に固化体パッケージを収納したものであ
る。また、本発明の地層処分施設の施工方法は、処分ピ
ット内をバッファ材で充填し、かつ、固化させた後、こ
のバッファ材に収納孔を穿設し、この収納孔に固化体パ
ッケージを挿入してから、収納孔をバッファ材で閉塞す
るようにした方法である。
"Means for Solving the Problems" The geological disposal facility for radioactive waste of the present invention includes a water-stop container formed by forming a buffer material into a container shape in the disposal pin,
A solidified package is housed in this water-stop container. In addition, the method for constructing a geological disposal facility of the present invention involves filling the disposal pit with buffer material and solidifying it, then drilling a storage hole in the buffer material, and inserting the solidified material package into the storage hole. In this method, the storage hole is then closed with a buffer material.

「作用 」 本発明の地層処分施設は、バッファ材を容器状に一体成
形することにより、継ぎ目を減らして、隙間の発生を抑
制する。また、本発明の施工方法は、処分ピットを利用
して、現場にてバッファ材を成形することにより、バッ
ファ材を処分ピットの内面に一体的に密着させて、強固
な状態に造り上げる。
"Function" The geological disposal facility of the present invention reduces joints and suppresses the occurrence of gaps by integrally molding the buffer material into a container shape. Furthermore, the construction method of the present invention utilizes a disposal pit and forms the buffer material on-site, so that the buffer material is integrally adhered to the inner surface of the disposal pit and built into a strong state.

「実施例」 以下、本発明の一実施例を第1図〜第11図に基ついて
説明する。
``Example'' An example of the present invention will be described below with reference to FIGS. 1 to 11.

第1図は、本実施例の地層処分施設の全体概略構成を示
す図であり、地下の岩盤G内に坑道1がほぼ網目状に設
けられ、この坑道Iの上方の地上に放射性廃棄物を受は
入れるための地表受入施設2か設けられ、これら坑道1
と地表受入施設2との間に両者を結ぶ複数の立坑3が設
けられている。
FIG. 1 is a diagram showing the overall schematic configuration of the geological disposal facility of this embodiment, in which a mine shaft 1 is provided in the underground bedrock G in an almost mesh shape, and radioactive waste is deposited on the ground above the shaft I. There are 2 surface receiving facilities for the receiving, and these tunnels 1
A plurality of vertical shafts 3 are provided between the ground receiving facility 2 and the ground receiving facility 2 to connect the two.

前記坑道1は、水平方向に間隔をおいて並列に、かつ、
(王ぼ水平に掘削された多数の処分トンネル4と、これ
ら処分トンネル4を複数本ずつ幾つかのブロック5に区
画して各ブロック5の周囲を取り囲みながら全ての処分
トンネル4を連通させる主要トンネル6とから構成され
ている。そして、各処分トンネル4の内面、例えば床面
には第2図に示すように、その長手方向に間隔をおいて
多数の処分ピット7が設けられている。
The tunnels 1 are arranged in parallel at intervals in the horizontal direction, and
(A large number of disposal tunnels 4 excavated almost horizontally, and a main tunnel that divides these disposal tunnels 4 into several blocks 5 and connects all the disposal tunnels 4 while surrounding each block 5. 6. As shown in FIG. 2, on the inner surface of each disposal tunnel 4, for example, the floor surface, a large number of disposal pits 7 are provided at intervals in the longitudinal direction.

これら処分ピット7は、それぞれが横断面円形をなすよ
うに掘り下げられた深孔であり、その内部には第3図に
示すようにバッファ材を上下が閉塞された円筒状に一体
的に成形してなる止水容器8か設けられている。この止
水容器8は、上端に開口部9を有する容器本体10と、
この容器本体10の開口部9に内嵌めされる蓋体11と
からなるもので、前記開口部9はその上端から下方に向
けて漸次内洋を狭めろ形状をなし、また、置体11はそ
の下端から上端に向けて漸次外径を増太さ仕る形状、す
なわち、逆円錐台状をなしている。そして、この止水容
器8内に放射性廃棄物をキャニスタ−内に密閉した円柱
状の固化体パッケージ12が収納されている。
Each of these disposal pits 7 is a deep hole dug so as to have a circular cross section, and inside thereof, as shown in Fig. 3, a buffer material is integrally molded into a cylindrical shape with the top and bottom closed. A water stop container 8 is provided. This water-stop container 8 includes a container body 10 having an opening 9 at the upper end;
The lid body 11 is fitted into the opening 9 of the container body 10, and the opening 9 has a shape that gradually narrows the inner ocean downward from its upper end. The outer diameter gradually increases from the lower end to the upper end, that is, it has an inverted truncated conical shape. A cylindrical solidified package 12 in which radioactive waste is sealed in a canister is housed within this water-stop container 8 .

次いで、このような地層処分施設の施工方法について説
明すれば、第4図の如く坑道1(処分トノネル4 )の
底面に処分ピット7を掘削し、この処分ピット7内に第
5図の如く粉体状のバッファ材Bを一定量(例えば、ま
き出し厚200mm)ずつまき出しながら、これを第6
図の如く順次突き固めて固化させ、第7図の如く処分ピ
ット7内をバッファ材Bで充填する。次に、この固化さ
せたバッファ材Bに第8図の如く内径の均一な収納孔1
3を穿設し、この収納孔13の上端部に第9図の如く開
口部9を削って容器本体10を形成する。そして、前記
収納孔」3内に第10図の如く固化体パッケージ12を
挿入した後、第11図の如く収納孔13の開口部9を蓋
体11で閉塞して第3図の如く固化体パッケージ12を
止水容器8内に収納する。
Next, to explain the construction method of such a geological disposal facility, a disposal pit 7 is excavated at the bottom of the tunnel 1 (disposal tunnel 4) as shown in Fig. 4, and powder is poured into this disposal pit 7 as shown in Fig. 5. While rolling out the body-shaped buffer material B in a certain amount (for example, a rolling thickness of 200 mm), this is
The materials are tamped and solidified one after another as shown in the figure, and the inside of the disposal pit 7 is filled with buffer material B as shown in FIG. Next, in this solidified buffer material B, as shown in FIG.
3 is bored, and an opening 9 is cut at the upper end of the storage hole 13 as shown in FIG. 9 to form a container body 10. After inserting the solidified package 12 into the storage hole 3 as shown in FIG. 10, the opening 9 of the storage hole 13 is closed with the lid 11 as shown in FIG. The package 12 is stored in the water-stop container 8.

このように構成された放射性廃棄物の地層処分施設では
、バッファ材日が容器状に一体成形されているので、こ
の成形された止水容器8における継ぎ目は容器本体10
と蓋体11の間に存在するのみである。しから、蓋体1
1が逆円錐台状に成形されているので、蓋体IIはその
自重によって容器本体10に密着して隙間の発生を抑制
する。すなわち、止水容器8の止水性は極めて良好であ
り、処分ピット7内の液密性が向上する。また、前記施
工方法では、現場においてバッファ材Bを処分ピット7
の内面と一体に成形するので、処分ピット7内か強固で
一定品質の構造となり、かつ、予め成形された止水容器
8(容器本体10)を坑道l内に搬入ずろ手間等が無く
、効率の良い作業を行うことができる。
In the geological disposal facility for radioactive waste configured in this way, the buffer material is integrally molded into the container shape, so the seams in the molded water-stop container 8 are connected to the container body 10.
and the lid body 11. Then, lid body 1
1 is formed into an inverted truncated cone shape, the lid II adheres tightly to the container body 10 due to its own weight, thereby suppressing the occurrence of gaps. That is, the water-stopping property of the water-stopping container 8 is extremely good, and the liquid-tightness in the disposal pit 7 is improved. In addition, in the construction method, the buffer material B is disposed of in the disposal pit 7 at the site.
Since it is molded integrally with the inner surface of the disposal pit 7, the structure inside the disposal pit 7 is strong and of constant quality, and there is no need to carry the pre-formed water stop container 8 (container main body 10) into the tunnel 1, making it more efficient. can do a good job.

ちなみに、前記容器本体10は固化体パッケージ゛12
の坑道1内への搬入前に、予め処分ピット7内に設置し
ておくのが望ましい。また、このような地層処分施設で
は、一本の処分トンネル4の全ての処分ピット7に固化
体パッケージ12が格納されたら、この処分トンネル4
を埋め戻し、さらに、全ての処分トンネル4の埋め戻し
が終了したら、主要トンネル6、立坑3を埋め戻すよう
にする。
Incidentally, the container body 10 is a solid package 12.
It is desirable to install the waste in the disposal pit 7 in advance before carrying it into the tunnel 1. In addition, in such a geological disposal facility, once the solidified material packages 12 are stored in all the disposal pits 7 of one disposal tunnel 4, this disposal tunnel 4
Furthermore, after all the disposal tunnels 4 have been backfilled, the main tunnel 6 and vertical shaft 3 are backfilled.

そして、安全性をチェックした後、最終的に、地表受入
施設2等の地上のあらゆる施設を解体してこの地層処分
施設を閉鎖する。
After checking the safety, all above-ground facilities such as the surface receiving facility 2 are finally dismantled and the geological disposal facility is closed.

なお、前記実施例において、処分ピット7を処分トンネ
ル4の床面に設けたが、例えば処分トンネル4の側壁面
に設けてもよい。また、蓋体11は予め逆円錐台状に成
形されたものを用いたがこれに限るものではなく、例え
ば、容器本体IOの開口部9に粉体状のバッファ材Bを
充填して、これを突き固めるようにしてもよい。
In the above embodiment, the disposal pit 7 is provided on the floor of the disposal tunnel 4, but it may be provided on the side wall of the disposal tunnel 4, for example. Further, although the lid 11 is previously formed into an inverted truncated cone shape, it is not limited to this. For example, the opening 9 of the container main body IO is filled with powdered buffer material B, You may try to tamp it down.

「発明の効果」 以上説明したように本発明の放射性廃棄物の地層処分施
設によれば、処分ピント内にバッファ材を容器状に一体
成形してなる止水容器を設け、この中に放射性廃棄物の
固化体パッケージを収納したので、この止水容器の優れ
た止水性によって、処分ピント内の液密性を高めること
かできる。また、本発明の地層処分施設の施工方法によ
れば、処分ピット内にバッファ材を充填して固化させた
後、このバッファ材に収納孔を穿設することにより、現
場にてバッファ材を成形するようにしたので、作業効率
を向上させ、かつ、処分ピント内の構造を強固で、一定
品質の乙のとすることがで、き′ ろ。すなわち、本発
明によれば、固化体パッケージへの水分の浸透を可及的
に防止して、地層処分施設の健全性を向上させろことが
できろものである。
"Effects of the Invention" As explained above, according to the geological disposal facility for radioactive waste of the present invention, a water-stop container formed by integrally molding a buffer material into a container shape is provided in the disposal pin, and radioactive waste is Since the solidified package of objects is stored, the water-tightness of the disposal pinto can be improved due to the excellent water-stopping properties of this water-stopping container. Further, according to the construction method of a geological disposal facility of the present invention, after filling the disposal pit with buffer material and solidifying it, storage holes are bored in the buffer material, thereby forming the buffer material on site. This allows us to improve work efficiency and ensure that the structure inside the disposal pin is strong and of constant quality. That is, according to the present invention, it is possible to prevent moisture from penetrating into the solidified material package as much as possible, thereby improving the integrity of the geological disposal facility.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図〜第11図は本発明の一実施例を示し、第1図は
全体の概略構成を説明する透視図、第2図は第1図の符
号■で示す部分の拡大図、第3図は処分ピットの縦断面
図、第4図〜第11図は地響処分施設の施工方法を工程
順に説明する処分ピットの縦断面図、第12図および第
13図は従来の地層処分施設を示し、第12図は坑道お
よび処分ピットの縦断面図、第13図は止水ブロックの
斜視図てある。 1・・・・・坑道、2・・・・・・地表受入施設、3・
・立坑、4・・・・処分トンネル、6・・・主要トンネ
ル、7・・・処分ピット、8・・・・・・止水容器、9
・・・開口部、10・・・容器本体、11・−・・・蓋
体、12  ・・同化体パッケージ、B・・・バッファ
材、G・・・・・地盤。 第2図 第4図    第5図 土工 第8図     第9図 土       工 第6図   第7図 第10図    第11図 工          工 第12図 第13図
1 to 11 show one embodiment of the present invention, FIG. 1 is a perspective view explaining the overall schematic structure, FIG. 2 is an enlarged view of the part indicated by the symbol ■ in FIG. 1, and FIG. The figure is a vertical cross-sectional view of a disposal pit, Figures 4 to 11 are vertical cross-sectional views of a disposal pit explaining the construction method of a geological disposal facility step by step, and Figures 12 and 13 are longitudinal cross-sectional views of a conventional geological disposal facility. 12 is a vertical sectional view of the tunnel and disposal pit, and FIG. 13 is a perspective view of the water stop block. 1... Mine shaft, 2... Surface reception facility, 3...
・Vertical shaft, 4...Disposal tunnel, 6...Main tunnel, 7...Disposal pit, 8...Water stop container, 9
... opening, 10 ... container body, 11 ... lid, 12 ... assimilate package, B ... buffer material, G ... ground. Figure 2 Figure 4 Figure 5 Earthwork Figure 8 Figure 9 Earthwork Figure 6 Figure 7 Figure 10 Figure 11 Figure 12 Figure 13

Claims (1)

【特許請求の範囲】 1)地下の岩盤内に放射性廃棄物を埋設して処分する放
射性廃棄物の地層処分施設において、前記岩盤内に坑道
を設け、この坑道の内面に処分ピットを設け、この処分
ピット内にバッファ材を容器状に一体成形してなる止水
容器を設け、この止水容器内に放射性廃棄物の固化体パ
ッケージを収納してなる放射性廃棄物の地層処分施設。 2)前記止水容器は、上端に開口部を有する容器本体と
、前記開口部に内嵌めされる蓋体とからなり、前記蓋体
は下端から上端に向けて漸次外径が増大する形状をなす
ことを特徴とする特許請求の範囲第1項記載の放射性廃
棄物の地層処分施設。 3)地下の岩盤内に設けられる坑道の底面に処分ピット
を掘削し、この処分ピットをバッファ材で充填し、かつ
、このバッファ材を固化させた後、この固化させたバッ
ファ材に収納孔を穿設し、次いで、この収納孔に放射性
廃棄物の固化体パッケージを挿入してから、収納孔をバ
ッファ材で閉塞することを特徴とする放射性廃棄物の地
層処分施設の施工方法。
[Scope of Claims] 1) In a geological disposal facility for radioactive waste in which radioactive waste is buried and disposed of in underground bedrock, a tunnel is provided in the bedrock, a disposal pit is provided on the inner surface of this shaft, and this A geological disposal facility for radioactive waste, in which a water-stop container made by integrally molding a buffer material into a container shape is installed in a disposal pit, and a solidified package of radioactive waste is stored in the water-stop container. 2) The water-stop container consists of a container main body having an opening at the upper end, and a lid fitted into the opening, and the lid has a shape in which the outer diameter gradually increases from the lower end to the upper end. A geological disposal facility for radioactive waste according to claim 1, characterized in that: 3) A disposal pit is excavated at the bottom of the tunnel provided in the underground bedrock, this disposal pit is filled with buffer material, and after this buffer material is solidified, a storage hole is made in the solidified buffer material. 1. A method for constructing a geological disposal facility for radioactive waste, comprising: drilling a hole, inserting a solidified radioactive waste package into the storage hole, and then closing the storage hole with a buffer material.
JP4233385A 1985-03-04 1985-03-04 Equipment for treating stratum of radiation waste and execution method thereof Granted JPS61201200A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4233385A JPS61201200A (en) 1985-03-04 1985-03-04 Equipment for treating stratum of radiation waste and execution method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4233385A JPS61201200A (en) 1985-03-04 1985-03-04 Equipment for treating stratum of radiation waste and execution method thereof

Publications (2)

Publication Number Publication Date
JPS61201200A true JPS61201200A (en) 1986-09-05
JPH0543078B2 JPH0543078B2 (en) 1993-06-30

Family

ID=12633078

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4233385A Granted JPS61201200A (en) 1985-03-04 1985-03-04 Equipment for treating stratum of radiation waste and execution method thereof

Country Status (1)

Country Link
JP (1) JPS61201200A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03117800U (en) * 1990-03-16 1991-12-05
JP2005131823A (en) * 2003-10-28 2005-05-26 Shimizu Corp Molding method for high density clayey water barrier material and pressure transfer execution method thereof
JP2015230266A (en) * 2014-06-05 2015-12-21 株式会社大林組 Artificial barrier structure and method for withdrawing waste body

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03117800U (en) * 1990-03-16 1991-12-05
JP2005131823A (en) * 2003-10-28 2005-05-26 Shimizu Corp Molding method for high density clayey water barrier material and pressure transfer execution method thereof
JP2015230266A (en) * 2014-06-05 2015-12-21 株式会社大林組 Artificial barrier structure and method for withdrawing waste body

Also Published As

Publication number Publication date
JPH0543078B2 (en) 1993-06-30

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Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees