JPH01302200A - Decommissioning of nuclear reactor - Google Patents

Decommissioning of nuclear reactor

Info

Publication number
JPH01302200A
JPH01302200A JP13388888A JP13388888A JPH01302200A JP H01302200 A JPH01302200 A JP H01302200A JP 13388888 A JP13388888 A JP 13388888A JP 13388888 A JP13388888 A JP 13388888A JP H01302200 A JPH01302200 A JP H01302200A
Authority
JP
Japan
Prior art keywords
reactor
tank
main body
building
water tank
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.)
Pending
Application number
JP13388888A
Other languages
Japanese (ja)
Inventor
Yoshinori Sakai
喜則 酒井
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
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP13388888A priority Critical patent/JPH01302200A/en
Publication of JPH01302200A publication Critical patent/JPH01302200A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To enable a removal of a large sized nuclear reactor, by constructing a temporary tank and a tank at an inside and an outside of a reactor building, respectively, and by transporting a main body of the nuclear reactor cut off from a structural body of the building in a floating condition on a liquid in each tank. CONSTITUTION:In a building 1, a liquid W0 is fed into a temporary tank, and then a main body 10 of a nuclear reactor is cut off in a water of a lower foundation 2 part, at a hung-down condition of the reactor by jacks 32. After that, the main body 10 is put down onto a carriage 35 stationed on rails 33 by disengaging the hung-down condition by the jacks 32 and, at the same time, water is fed into an inter-mediate tank 41 to raise its water level to the same level W1 as that of the tank 30. Then, after pulling up a water gate 91, the main body 10 is transported to the tank 41 by the carriage 35 and water W0 in the tanks 30 and 41 flows into a treatment tank 42 to make its water level be a level W2, by pulling up a water gate 44. Moreover, after transferring the main body 10 into a tank 42, a water gate 45 is pulled up and therewith the liquid W0 in the tank 42 flows out into a discharge tank 43 and the main body 10 settles down to a floor in the tank 42. After those procedures, the liquid W0 is solidified and, buried for ever with the main body 10.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は原子炉本体の廃炉方法に係り、詳しくは、原子
炉本体を建屋の構造体から切断したのちに、建屋外に移
動させ、地下に埋没させて永久処分する廃炉方法に関す
るものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for decommissioning a nuclear reactor main body, and specifically, after cutting the reactor main body from a building structure, moving it outside the building, This concerns a method of decommissioning a nuclear reactor by burying it underground for permanent disposal.

[従来の技術] 原子炉建屋の寿命は、約40年といわれており。[Conventional technology] The lifespan of a nuclear reactor building is said to be approximately 40 years.

国内で経験した唯一の廃炉例として、日本原子力研究所
のJRR−3の前例がある。この例では。
Japan Atomic Energy Research Institute's JRR-3 is the only example of decommissioning that has been experienced in Japan. In this example.

原子炉本体の原子炉建屋からの撤去は、まず炉体を周囲
の構造体から切り離し、その周囲に仮設の架構体を組み
、それに反力をとったジヤツキと仮設のランウェイとを
使用して吊り上げと移動とを行った。この方法は、本出
願人の先の発明に係る特許出願(特願昭61−1156
83号、発明の名称「原子炉の廃炉方法」)に開示され
ている。
To remove the reactor body from the reactor building, first separate the reactor body from the surrounding structures, build a temporary frame around it, and lift it up using jacks that absorb the reaction force and a temporary runway. and moved. This method is applicable to the patent application (Japanese Patent Application No. 1156/1986) relating to the applicant's earlier invention.
No. 83, entitled "Method for Decommissioning a Nuclear Reactor").

この方法では、主要な炉内構造物を主体の遮蔽体内に内
蔵したまま、そっくりそのまま原子炉本体として撤去す
ることを主眼とし、発生する放射性廃棄物が少なく、作
業員に対する放射線の管理、または環境に対する拡散が
防止できることからいっても適しているばかりでなく、
他の代替手段も提案されていないこと、さらには建屋の
再利用が可能なことから、解体方法の主流は、当分、こ
の方式に依らざるを得ないと考えられている。しかし、
このJRR−3号原子炉は研究炉規模であったために、
対象となった原子炉本体の重量も2゜250トン程度で
あってはじめて可能であったが、今後対象となってくる
商業炉のように、炉体重量がさらに大きいものに対して
は、上記の方法にも困難な点があるといわなければなら
ず、そのような観点に立つ提案は知られていない。
This method focuses on removing the entire reactor body while keeping the main reactor internals inside the main shielding body.This method generates less radioactive waste and is more effective for controlling radiation for workers and for the environment. Not only is it suitable because it can prevent the spread of
Because no other alternative methods have been proposed, and because the building can be reused, it is thought that this method will remain the mainstream demolition method for the time being. but,
Because this JRR-3 nuclear reactor was on the scale of a research reactor,
This was possible only when the weight of the target reactor body was approximately 2.250 tons, but for larger reactors such as commercial reactors that will be targeted in the future, the above It must be said that this method also has some difficulties, and no proposals based on this perspective are known.

[発明が解決しようとする課題] 原子炉の廃炉に伴う撤去に関して最も大きな課題は、一
つには、常に放射線に対する安全性があり、次には、そ
の規模が大きいことである。従って、原子炉を原子炉建
屋から撤去し、これを移動させ、安全に最終処分するに
は、環境に対して放射線を拡散させないことはもちろん
、作業員が汚染された原子炉本体から被曝を受けないよ
うに管理すること、撤去に際して放射性廃棄物の発生が
少ないことが大切であり、さらに、大規模な構造物を能
率良く取り扱うことが必要である。
[Problems to be Solved by the Invention] The biggest issues regarding the removal of nuclear reactors during decommissioning are, firstly, the need for safety against radiation, and secondly, the large scale of the reactor. Therefore, in order to remove the reactor from the reactor building, move it, and dispose of it safely, it is necessary to not only prevent radiation from spreading into the environment, but also to prevent workers from being exposed to radiation from the contaminated reactor body. It is important that radioactive waste is not generated during demolition, and that large-scale structures must be handled efficiently.

国内で稼動中のものでは、茨城系の東海1号炉(TK−
1)をはじめとして、近い将来、商用規模の原子炉の廃
炉の問題は、今後検討すべき事項であり、前例に対して
、熱出力で約50倍以上。
Among the reactors currently in operation in Japan, Ibaraki-based Tokai No. 1 reactor (TK-
Including 1), the issue of decommissioning commercial-scale nuclear reactors in the near future is a matter that should be considered in the future, and the thermal output is approximately 50 times greater than the previous example.

原子炉本体部分の重量で約10倍となる。さらに、後続
のものでは300倍以上のものを対象にする必要があっ
て、多くの問題を含んだままであるから、技術的検討を
早急に、しかも具体的に着手しておく必要がある。
The weight of the reactor body is about 10 times greater. Furthermore, the subsequent version will need to cover 300 times more of the target, and many problems remain, so it is necessary to start technical studies in a concrete manner as soon as possible.

[課題を解決するための手段] 本発明は、原子炉の廃炉方法における上記のような課題
について、その解決を目的とし、鋭意研究を重ねて達成
されたものであって、基本的には原子炉本体を移動し、
移動先において最終処分するものでありながら、とくに
、大形の原子炉本体を対象として、能率良く移動させる
ようにしたものであり、既存の原子炉建屋内を仮設の水
槽として使用し、原子炉本体を液体に浮上させて、浮力
を利用した状態で容易に移動させることを要旨とするも
のである。そして、そのために採用した技術的手段は、
廃炉とすべき原子炉を、生体遮蔽体を含む原子炉本体の
形で原子炉建屋内から撤去し、地中に埋没して処分する
ようにした原子炉の廃炉方法において、原子炉建屋内に
仮設水槽を構築し、建屋の外部にも水槽を構築し、建屋
の構造体から切断した原子炉本体を、各水槽内の液体に
浮上させ、浮力を利用した状態で移動させて最終処分す
ることを特徴としている。
[Means for Solving the Problems] The present invention aims to solve the above-mentioned problems in the method of decommissioning a nuclear reactor, and has been achieved through intensive research. Move the reactor body,
Although it is intended for final disposal at the destination, it is designed to be moved efficiently, especially for large reactor bodies.The existing reactor building is used as a temporary water tank, and the reactor The gist of the device is to float the main body on liquid so that it can be easily moved using buoyancy. The technical means adopted for this purpose are
In the decommissioning method of a nuclear reactor, the reactor to be decommissioned is removed from the reactor building in the form of the reactor body including the biological shield and buried underground for disposal. A temporary water tank is constructed indoors, and another water tank is constructed outside the building, and the reactor body, which has been cut from the building structure, is floated on the liquid in each tank and moved using buoyancy for final disposal. It is characterized by

[実施例] 本発明の原子炉の廃炉方法を、実施例を示す図面に基づ
いて詳細に説明する。第1図は本発明を実施する原子炉
建屋の概略の断面図であって、前記のTK−1を対象と
している。
[Example] The method for decommissioning a nuclear reactor of the present invention will be described in detail based on drawings showing examples. FIG. 1 is a schematic sectional view of a nuclear reactor building in which the present invention is implemented, and is intended for the above-mentioned TK-1.

図において、1は原子炉を収容する建屋であり、基礎2
上に大規模の構造体3を構築し、重厚な生体遮蔽体4の
内部に炉心および格納容器からなる原子炉5を収容して
いる。6は原子炉5の上方の一天井クレーン、7は原子
炉5の解体に使用される解体用遮蔽壁、8は解体用のマ
ニピュレータである。10は原子炉本体であって、本発
明においては、生体遮蔽壁4と原子炉5とを含んで、図
中に破線で示した切断aCの内方部分を一括して総称し
ている。
In the figure, 1 is the building that houses the reactor, and the foundation 2
A large-scale structure 3 is constructed on top, and a nuclear reactor 5 consisting of a reactor core and a containment vessel is housed inside a heavy biological shield 4. 6 is an overhead crane above the nuclear reactor 5, 7 is a demolition shielding wall used for dismantling the nuclear reactor 5, and 8 is a demolition manipulator. Reference numeral 10 denotes a reactor body, and in the present invention, the inner part of the cut aC shown by a broken line in the figure, including the biological shielding wall 4 and the reactor 5, is collectively referred to as the reactor body.

第1図をさらに詳細に説明すれば、建屋1の内部では、
原子炉本体1oの周囲の各部の構造体3を利用して、切
断gcの外方の各所に補強体20を構築し、原子炉本体
1oの切断に備える。また、この補強体20は、基礎2
の底盤を含めて仮設の水槽30を形成するように、水密
構造にする。従って、点線でも示すように、仮設水槽3
oの側壁となる補強壁2oは、内部に注入される液体W
To explain FIG. 1 in more detail, inside building 1,
Using the structures 3 of various parts around the reactor body 1o, reinforcing bodies 20 are constructed at various locations outside the cutting gc in preparation for cutting the reactor body 1o. In addition, this reinforcing body 20
A watertight structure is formed so as to form a temporary water tank 30 including the bottom plate. Therefore, as shown by the dotted line, the temporary water tank 3
The reinforcing wall 2o serving as the side wall of the liquid W injected into the inside
.

の水位W工以上の高さに定める。原子炉5の下方の基礎
2の部分の補強は、スラブの下方にコンクリートブロッ
ク21等による厚さの補足を行い。
The water level shall be set at a height equal to or higher than the water level W. The part of the foundation 2 below the reactor 5 is reinforced by supplementing the thickness with concrete blocks 21, etc. below the slab.

鉛板を張ったうえ、放射線に備えながら適宜の支柱22
で支持する。また、原子炉5の方でも解体によってダク
ト、配管等の各貫通部材に生じる開口部は、原子炉本体
10内に液体が流入しないように、水密に閉塞しておく
、各部の補強が終了すれば、原子炉5の解体が開始され
、切断1cの位置で原子炉本体1oを切断して、構造体
3から切り離す。解体残渣は輸送車両Tに積載して開口
部23から排出される。ただし、原子炉本体10の下方
で、その自重のもとて垂直方向の部材を切断するには、
支柱22による仮支持が困難で多数を要するから、この
切断作業は後述の注水の後に、水中作業によることでも
よい。
In addition to putting lead plates, appropriate support posts 22 were installed in preparation for radiation.
I support it. Also, in the case of the reactor 5, the openings that will occur in each penetrating member such as ducts and piping due to dismantling will be closed watertight to prevent liquid from flowing into the reactor body 10, and the reinforcement of each part will be completed. For example, disassembly of the nuclear reactor 5 is started, and the reactor main body 1o is cut at the position of the cut 1c and separated from the structure 3. The demolition residue is loaded onto the transport vehicle T and discharged from the opening 23. However, in order to cut vertical members under the reactor body 10 under its own weight,
Since temporary support by the support columns 22 is difficult and requires a large number of supports, this cutting operation may be performed underwater after pouring water, which will be described later.

[作 用] 次に、第2図によって本発明の原子炉の廃炉方法をその
工程に従って説明する。(1)図は、原子炉本体10の
撤去に着手する第1段階を概略的に示しており、建屋1
の基礎2と構造体部分3とからを原子炉本体10を切り
離す状態であり、9は建屋1のTRである。
[Function] Next, the method for decommissioning a nuclear reactor of the present invention will be explained according to its steps with reference to FIG. (1) The figure schematically shows the first stage of starting the removal of the reactor main body 10.
The reactor main body 10 is separated from the foundation 2 and the structure part 3, and 9 is the TR of the building 1.

(2)図は、原子炉本体10の上方で、建屋1の構造体
3に、または別の架橋体によって仮設大梁31を架けわ
たし、浮上の補助として用いるジヤツキ32を揚重設備
として装備した第2段階を示し、一方、仮設水槽30に
は所定の深さまで液体W0 を注入した状態を示してい
る。液体W0としては海水が最も経済的に適している0
発明者の試算によれば、原子炉本体1oの総重量は約2
万トンであり、その体積は約3万6000立方mである
から、仮設水槽30の深さは、原子炉本体10の高さの
約6割未満の深さに形成すればよい。第1図の仮設の開
口部23はもちろん閉塞されている。この段階で、ジヤ
ツキ32の作動部を原子炉本体10の上部に係着し、そ
の支持のもとで仮設水槽30内に海水を導入し、ジヤツ
キを補助、調整用として使用しながら原子炉本体1oを
浮上させる。仮設水槽30のTR9の外壁の部分には、
水門91を設け、または、後述の水槽40と連設するよ
うに開口部として残しておく。
(2) The figure shows a temporary girder 31 spanning the structure 3 of the building 1 or another bridge above the reactor main body 10, and equipped with jacks 32 as lifting equipment to assist in levitation. Two stages are shown, and on the other hand, a state is shown in which the liquid W0 is injected into the temporary water tank 30 to a predetermined depth. Seawater is the most economically suitable liquid W0.
According to the inventor's estimate, the total weight of the reactor body 1o is approximately 2
1,000 tons, and its volume is approximately 36,000 cubic meters, so the depth of the temporary water tank 30 may be formed to be less than approximately 60% of the height of the reactor body 10. The temporary opening 23 in FIG. 1 is of course closed. At this stage, the operating part of the jack 32 is attached to the upper part of the reactor main body 10, and seawater is introduced into the temporary water tank 30 under its support, and the reactor main body is fixed while using the jack for assistance and adjustment. 1o is brought to the surface. On the outer wall of TR9 of the temporary water tank 30,
A water gate 91 is provided or left as an opening so as to be connected to a water tank 40 which will be described later.

(3)図は、建屋1に隣接した一側方に原子炉本体10
の水槽4oを形成した第3段階を示している。水槽40
は、建屋1に連接または近接し、前記仮設水槽3oの水
位W0以上の高さの側壁を有し、深さを仮設水槽30よ
り深く形成した中間水槽41と、中間水槽41よりさら
に深く、原子炉本体10を完全に地面下に埋没させるに
十分な深さと広さを有する大形の処分水槽42と、後述
の排水槽43とからなっており、建屋1と中間水槽41
と処分水槽42とは、原子炉本体10の移動が、好まし
くは直線状になるように配置されており、水門91によ
って仮設水槽30内の液体W。
(3) The figure shows a reactor main body 10 on one side adjacent to building 1.
This figure shows the third stage in which the aquarium 4o was formed. Water tank 40
is connected to or close to the building 1, has a side wall with a height higher than the water level W0 of the temporary water tank 3o, and is deeper than the temporary water tank 30; It consists of a large disposal water tank 42 with sufficient depth and width to completely bury the furnace body 10 under the ground, and a drainage tank 43, which will be described later.
The disposal water tank 42 is arranged so that the movement of the reactor body 10 is preferably in a straight line, and the liquid W in the temporary water tank 30 is removed by the water gate 91.

が連通するようになっている。中間水槽41と処分水槽
42との間ならびに処分水槽42と排水槽43の間の隔
壁には、それぞれ、水門44、水門45を設けて、その
昇降によって両側の水槽の水位を調節するようにしであ
る。
are now communicating. A water gate 44 and a water gate 45 are provided in the partition walls between the intermediate water tank 41 and the disposal water tank 42 and between the disposal water tank 42 and the drainage tank 43, respectively, and the water levels in the water tanks on both sides are adjusted by raising and lowering the water gates. be.

他方、建屋1内では、仮設水槽30内に、液体W0 を
注入し、ジヤツキ32によって原子炉本体10を吊持し
た状態で、その下方の基礎2部分を水中で切断を行う。
On the other hand, inside the building 1, liquid W0 is injected into the temporary water tank 30, and while the reactor main body 10 is suspended by the jack 32, the lower foundation 2 portion is cut underwater.

ついで、原子炉本体10の下方の建屋1の床面から中間
水槽41の中段にかけて、移動用のレール33を敷設す
ると共に、中間水槽41の底部と処分水槽42の間には
、下段の移動用のレール34を敷設する。ここで、ジヤ
ツキ32の吊持を解除して原子炉本体10をレール33
上の台車35上に下ろす。ついで、中間水槽41にも仮
設水槽30と同水位W1まで注水するとともに、建屋1
の外壁と中間水槽41の間の水門91を引き上げて両槽
の水位W1を揃え、建屋1に反力をとりながら、移動用
のジヤツキ36を作動させ、台車35を中間水槽41の
内部まで移動させる。台車35上の原子炉本体10は依
然浮力を受けているから、この移動作業は、ジヤツキ3
6に大きな力を必要とせず、徐々に盛替えるだけで容易
に移動することができる。中間水槽41内では、原子炉
本体10の下方からレール33と台車35を除去し、台
車35は下段のレール34上に移される。次に、水門4
4を徐々に上げて仮設水槽3oと中間水槽41の内部の
海水W。を処分水槽42に流入させる。従って、中間水
141と処分水槽42内の水位がW2 になるときに、
仮設水槽30内の海水はすべて排出されるように設定す
る。ここで、原子炉本体10は徐々に沈下し、矢印のよ
うに、中間水槽41内で着底して1台車35に載せられ
る。
Next, a rail 33 for movement is laid from the floor of the building 1 below the reactor main body 10 to the middle stage of the intermediate water tank 41, and between the bottom of the intermediate water tank 41 and the disposal water tank 42, a rail 33 for movement of the lower stage is laid. rails 34 will be laid. At this point, release the jack 32 and move the reactor body 10 onto the rail 33.
Lower it onto the cart 35 above. Next, water is poured into the intermediate water tank 41 to the same water level W1 as the temporary water tank 30, and
The water gate 91 between the outer wall of the building and the intermediate water tank 41 is raised to equalize the water level W1 in both tanks, and while taking a reaction force to the building 1, the moving jack 36 is operated to move the cart 35 to the inside of the intermediate water tank 41. let Since the reactor body 10 on the trolley 35 is still under buoyancy, this moving work is carried out by the jack 3.
6. It does not require much force and can be easily moved by simply changing the position gradually. In the intermediate water tank 41, the rail 33 and the truck 35 are removed from below the reactor body 10, and the truck 35 is moved onto the lower rail 34. Next, water gate 4
4 gradually raise the seawater W inside the temporary tank 3o and the intermediate tank 41. is caused to flow into the disposal water tank 42. Therefore, when the water levels in the intermediate water 141 and the disposal water tank 42 reach W2,
The setting is such that all the seawater in the temporary water tank 30 is discharged. Here, the reactor main body 10 gradually sinks, reaches the bottom in the intermediate water tank 41, and is placed on the one carriage 35, as shown by the arrow.

(4)図は、本発明の撤去方法の最終段階を示し、処分
水槽42と同じ深さを有する排水槽43が示してあり、
処分水槽42との間には水門45を設けである。この例
では、排水槽43は、中間水槽41の下方に重層に設置
しである。ここで、レール34上で原子炉本体1oを処
分水槽42内に移動させる。この場合も中間水槽41の
側壁に反力をとって、ジヤツキ36を作動させてもよい
。移動が終ると、この部分のレール34と台車35を原
子炉本体10の下方から撤去し、水門45を上げれば、
処分水槽42内の海水W0 が排水層43内に流出し、
両槽の水位がW、まで下がり、原子炉本体10が処分水
槽42内で着底する。このとき、原子炉本体10の全体
は完全に地面下にあるが、各槽内の海水W0は徐々に放
射線で汚染されてきているから、ゲル化剤を加えて固化
させ、原子炉本体10とともに、永久埋設する。その後
、中間水槽41と処分水槽42の上面に、地表面と揃え
て人工地盤5oを構築し、撤去処分作業が終了する。以
上の作業に使用する海水は、各水槽の容量を相互に流通
させるように設定して使用するとともに、汚染水として
地上に残らないようにすることはもちろんである。また
、施工の頭座は上記の順に限られる必要はない、また、
各水槽の配置も本実施例に限定するものではない。
(4) The figure shows the final stage of the removal method of the present invention, and shows a drainage tank 43 having the same depth as the disposal tank 42,
A water gate 45 is provided between the disposal water tank 42 and the disposal water tank 42 . In this example, the drainage tank 43 is installed below the intermediate water tank 41 in a layered manner. Here, the reactor main body 1o is moved into the disposal water tank 42 on the rails 34. In this case as well, the jack 36 may be operated by applying a reaction force to the side wall of the intermediate water tank 41. When the movement is finished, remove the rail 34 and truck 35 from below the reactor body 10 and raise the water gate 45.
Seawater W0 in the disposal tank 42 flows into the drainage layer 43,
The water levels in both tanks drop to W, and the reactor body 10 reaches the bottom in the disposal water tank 42. At this time, the entire reactor body 10 is completely underground, but since the seawater W0 in each tank is gradually becoming contaminated with radiation, a gelling agent is added to solidify it, and together with the reactor body 10. , be permanently buried. Thereafter, an artificial ground 5o is constructed on the upper surfaces of the intermediate water tank 41 and the disposal water tank 42, aligned with the ground surface, and the removal and disposal work is completed. The seawater used for the above work is set so that the capacity of each tank is mutually distributed, and of course, it is ensured that it does not remain on the ground as contaminated water. In addition, the construction head seat does not have to be limited to the above order, and
The arrangement of each water tank is also not limited to this example.

本実施例では、中間水槽41を設けて原子炉本体10を
処分水槽42内、地面下に埋設するようにしたが、中間
水槽41を設けることなく、原子炉建屋に連設して処分
水槽42を設けて実施するものでもよい。この場合の原
子炉本体10の移動方法は、前記と同様である。
In this embodiment, the intermediate water tank 41 is provided and the reactor body 10 is buried underground in the disposal water tank 42, but the disposal water tank 42 is connected to the reactor building without providing the intermediate water tank 41. It may also be implemented by providing a The method of moving the reactor body 10 in this case is the same as described above.

[発明の効果] 本発明は、廃炉とすべき原子炉を、生体遮蔽体を含む原
子炉本体の形で原子炉建屋内から撤去し、地中に埋没し
て処分するようにした原子炉の廃炉方法において、原子
炉建屋内に仮設水槽を構築し、建屋の外部にも水槽を構
築し、建屋の構造体から切断した原子炉本体を、各水槽
内の液体に浮上させ、浮力を利用した状態で移動させて
最終処分するものであり、この方法は具体的に達成され
るものであるから、対象となる原子炉の放射線の管理を
従来どおりに安全に取り扱いながら、大形の原子炉本体
として、そのまま移動する方法を提供することができる
。また水槽の構築は、原子炉建屋の構造体を利用し、最
終処分の原子炉本体をそのまま永久処分するグレーグ・
ヤードとして使用するものであるから、仮設施設として
は水槽の構築と水門を必要とするだけであり、これらは
、現在不可能とされるような、大型の原子炉の撤去を可
能にさせることに見合うことができる。さらに、使用す
る液体も水、海水を使用してその浮力を利用するもので
あってその費用は小さく、揚重設備にも大形のものを必
要としない等、その効果は特筆すべきものである。
[Effects of the Invention] The present invention provides a nuclear reactor in which a nuclear reactor to be decommissioned is removed from a reactor building in the form of a reactor body including a biological shield, and disposed of by being buried underground. In the decommissioning method, a temporary water tank is constructed inside the reactor building, and a water tank is also constructed outside the building, and the reactor body, which has been cut from the structure of the building, is floated on the liquid in each tank to create buoyancy. The method is to move the used state for final disposal, and since this method is concretely achieved, large atomic A method for moving the furnace body as it is can be provided. In addition, the construction of the water tank will utilize the structure of the reactor building, and will be used in the Gregorian Group, which will permanently dispose of the reactor itself as it is for final disposal.
Since it will be used as a yard, the temporary facility will only require the construction of a water tank and a water gate, and these will make it possible to remove a large nuclear reactor, which is currently considered impossible. It can be worth it. Furthermore, the liquid used is water or seawater, and its buoyancy is utilized, so the cost is low, and large lifting equipment is not required, so its effects are noteworthy. .

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

図面は本発明の原子炉の廃炉方法の対象について実施例
を示すものであり、第1図は原子炉建屋の全体を示す断
面図であり、第2図の各図はそれぞれ廃炉方法の工程を
順に説明する概略の断面図である。 1・・・原子炉建屋、2・・・基礎、3・・・構造体、
4・・・生体遮蔽体、9・・・下層、10・・・原子炉
本体、2゜・・・補強体、30・・・仮設水槽、32・
・・揚重設備、ジヤツキ、33,34・・・レール、3
5・・・台車、36・・・ジヤツキ、40・・・水槽、
41・・・中間水槽、42・・・処分水槽、43・・・
排水槽、44.45、・・・水門、50・・・人工地盤
、91・・・水門、Wo・・・液体、海水、Wl、Wよ
、W、・・・水位、C・・・切断線。 第1図 1 原子炉建屋       7解体用遮畝壁2 惠礎
            8 マニピユレータ3購造体
       10 原子炉本体4生47$遮蔽体  
  2o補強体 5 原ぜ           30 イ反設水イ巴6
 天井クレーン      WO液体、海水C切断線 
      W+  木立 第2図 と
The drawings show an example of the object of the decommissioning method of a nuclear reactor according to the present invention, and FIG. 1 is a cross-sectional view showing the entire reactor building, and each figure in FIG. It is a schematic sectional view explaining a process in order. 1... Reactor building, 2... Foundation, 3... Structure,
4... Biological shield, 9... Lower layer, 10... Reactor main body, 2°... Reinforcement body, 30... Temporary water tank, 32...
...lifting equipment, jack, 33,34...rail, 3
5... Trolley, 36... Jackpot, 40... Water tank,
41... Intermediate water tank, 42... Disposal water tank, 43...
Drainage tank, 44.45,...sluice gate, 50...artificial ground, 91...sluice gate, Wo...liquid, seawater, Wl, Wyo, W,...water level, C...cutting line. Fig. 1 1 Reactor building 7 Demolition shielding wall 2 Keiza 8 Manipulator 3 Purchased body 10 Reactor body 4 Raw 47$ shield
2o Reinforcement body 5 Haraze 30 A Reverse installation water I Tomoe 6
Overhead crane WO liquid, seawater C cutting line
W+ Tree grove 2nd figure and

Claims (1)

【特許請求の範囲】[Claims] (1)廃炉とすべき原子炉を、生体遮蔽体を含む原子炉
本体の形で原子炉建屋内から撤去し、地中に埋没して処
分するようにした原子炉の廃炉方法において、原子炉建
屋内に仮設水槽を構築し、建屋の外部にも水槽を構築し
、建屋の構造体から切断した原子炉本体を、各水槽内の
液体に浮上させ、浮力を利用した状態で移動させて最終
処分することを特徴とする原子炉の廃炉方法。
(1) In a method of decommissioning a nuclear reactor, the reactor to be decommissioned is removed from the reactor building in the form of the reactor body including the biological shield, and disposed of by being buried underground. A temporary water tank is constructed inside the reactor building, and a water tank is also constructed outside the building, and the reactor body, which has been cut from the building structure, is floated on the liquid in each tank and moved using buoyancy. A method for decommissioning a nuclear reactor, characterized by final disposal.
JP13388888A 1988-05-31 1988-05-31 Decommissioning of nuclear reactor Pending JPH01302200A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13388888A JPH01302200A (en) 1988-05-31 1988-05-31 Decommissioning of nuclear reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13388888A JPH01302200A (en) 1988-05-31 1988-05-31 Decommissioning of nuclear reactor

Publications (1)

Publication Number Publication Date
JPH01302200A true JPH01302200A (en) 1989-12-06

Family

ID=15115443

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13388888A Pending JPH01302200A (en) 1988-05-31 1988-05-31 Decommissioning of nuclear reactor

Country Status (1)

Country Link
JP (1) JPH01302200A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5329562A (en) * 1991-08-26 1994-07-12 Kabushiki Kaisha Dymosha Method of cutting and removing nuclear reactor
JP2013029334A (en) * 2011-07-27 2013-02-07 Taisei Corp Nuclear reactor building dismantling system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5329562A (en) * 1991-08-26 1994-07-12 Kabushiki Kaisha Dymosha Method of cutting and removing nuclear reactor
JP2013029334A (en) * 2011-07-27 2013-02-07 Taisei Corp Nuclear reactor building dismantling system

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