JPS63121791A - Housing for nuclear reactor - Google Patents

Housing for nuclear reactor

Info

Publication number
JPS63121791A
JPS63121791A JP61267480A JP26748086A JPS63121791A JP S63121791 A JPS63121791 A JP S63121791A JP 61267480 A JP61267480 A JP 61267480A JP 26748086 A JP26748086 A JP 26748086A JP S63121791 A JPS63121791 A JP S63121791A
Authority
JP
Japan
Prior art keywords
reactor building
trolley
reactor
seismic isolation
column
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
JP61267480A
Other languages
Japanese (ja)
Other versions
JPH0455279B2 (en
Inventor
戸村 英正
桝本 弘之
宮本 明倫
伊庭 力
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.)
Ohbayashi Gumi Ltd
Obayashi Corp
Original Assignee
Ohbayashi Gumi Ltd
Obayashi 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 Ohbayashi Gumi Ltd, Obayashi Corp filed Critical Ohbayashi Gumi Ltd
Priority to JP61267480A priority Critical patent/JPS63121791A/en
Publication of JPS63121791A publication Critical patent/JPS63121791A/en
Publication of JPH0455279B2 publication Critical patent/JPH0455279B2/ja
Granted legal-status Critical Current

Links

Classifications

    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)

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) 本発明は設計寿命がきた炉、事故を起こして使用が不可
能となった炉、設計寿命に達していないが旧式となり発
電能力が低く新型と交換する必要がある炉等の廃棄を考
慮した原子炉の建屋に関する。
Detailed Description of the Invention (Industrial Field of Application) The present invention is applicable to furnaces that have reached the end of their design life, furnaces that have become unusable due to an accident, and furnaces that have not yet reached their design life but are outdated and have low power generation capacity. Reactor buildings that take into consideration the disposal of reactors that need to be replaced.

(従来の技術) この種の廃炉に伴う建屋の解体撤去工事では除染が不可
欠である。しかし、炉心の周辺部分は運転中に炉から出
る中性子を浴び、物自体が放射化している。
(Conventional technology) Decontamination is essential in building demolition and removal work associated with this type of decommissioning. However, the area surrounding the reactor core is exposed to neutrons emitted from the reactor during operation, and the area itself becomes radioactive.

従って、除染だけでは放射能を取除くことができないの
で、放射化した部分を切断除去する以外に方法はない。
Therefore, since radioactivity cannot be removed by decontamination alone, there is no other way than to cut and remove the activated parts.

作業者への被爆を軽くする手段を講じながら炉心部分を
切除し、放射性物質を完全に排除してから一般的工法で
建屋を取り壊していたのである。
The reactor core was removed and radioactive materials were completely eliminated, taking measures to reduce the exposure of workers, and then the building was demolished using standard construction methods.

(発明が解決しようとする問題点) 上記従来の技術では、原子炉から核燃料を抜き取り、核
分裂反応が起こり得ない状態にして5年間程度の期間を
経てから除染、解体撤去を行なうので工期が長くなるほ
か、特に我国では利用可能な土地が少ないので跡地の再
利用が望まれていた。
(Problems to be Solved by the Invention) In the above conventional technology, the nuclear fuel is extracted from the reactor and the nuclear fission reaction is prevented from occurring, and then decontamination and dismantling are carried out after a period of about five years, which reduces the construction period. In addition to the length of the project, it was hoped that the site would be reused, especially in Japan, where there is little land available.

本発明は叙述事情に鑑みてなされたものであつて、その
目的は、除染期間を待たずに寿命の尽きた原子炉建屋を
搬出、処理し、しかも原子炉の跡地を簡単に再利用が可
能となる原子炉の建屋を提供するにある。
The present invention was made in view of the circumstances described above, and its purpose is to transport and dispose of a nuclear reactor building that has reached the end of its lifespan without waiting for the decontamination period, and to easily reuse the site of a nuclear reactor. The aim is to provide a nuclear reactor building that will become possible.

(問題点を解決するための手段) 上記目的を達成するために、本発明に係る原子炉の建屋
は、原子炉建屋と一体でこれを支承する上部基礎板と、
基礎岩盤上に構成した下部基礎板と、下部基礎板と上部
基礎板との間に台車が入る程度の高さを空けるため下部
基礎板に立設した支柱と、支柱の頂部と上部基礎板との
間に着脱自在に設置した免震装置と、支柱と支柱との間
に予め準備した台車走行用の軌道とからなり、軌道を走
行する台車に原子炉建屋を、載置し、台車を走らせて下
部基礎版上に移動搬送自在とし、下部基礎版上に上部基
礎板を免震装置で連結固定するものである。
(Means for Solving the Problems) In order to achieve the above object, a nuclear reactor building according to the present invention includes an upper base plate integrally supporting the reactor building;
A lower foundation plate constructed on the foundation rock, a column erected on the lower foundation plate to leave enough height between the lower foundation plate and the upper foundation plate to allow the carriage to fit, and a column between the top of the column and the upper foundation plate. It consists of a seismic isolation device that is removably installed between the pillars, and a track for running the bogie prepared in advance between the supports.The reactor building is placed on the bogie that runs on the track, and the bogie is run. The upper foundation plate is connected and fixed to the lower foundation plate using a seismic isolation device.

(作・用) 廃炉に際しては、軌道上に台車を走らせて建屋の上部基
礎板と下部基礎板との間に台車を入れ、原子炉建屋をジ
ヤツキアップする。次に、台車と上部基礎板との間に搬
出用の治具を当てがい、ジヤツキダウンして台車を走行
させ、原子炉建屋を下部基礎版上から撤去する。免震装
置と原子炉建屋との結合はボルト等であるから簡単に外
せる。
(Operation/Operation) During decommissioning, a trolley is run on the track and placed between the upper and lower foundation plates of the building to jack up the reactor building. Next, a removal jig is placed between the trolley and the upper foundation plate, the jack is lowered, the trolley is moved, and the reactor building is removed from the lower foundation plate. The connection between the seismic isolation device and the reactor building is bolted, so it can be easily removed.

次いで、免震装置を交換した後に新しい原子炉建屋を載
せた台車を走らせ、再度光の下部基礎版上の交換後の免
震装置に上部基礎板を合わせ、免震装置上に新しい原子
炉建屋を固定する。
Next, after replacing the seismic isolation device, run the trolley carrying the new reactor building, align the upper foundation plate again with the replaced seismic isolation device on the lower foundation plate of the light, and place the new reactor building on the seismic isolation device. to be fixed.

古い方の原子炉建屋は新しい原子炉建屋の稼動には何ら
影響しないので、適切な時間をかけて確実に解体撤去す
ればよい。
The old reactor building will not affect the operation of the new reactor building in any way, so it is best to take the appropriate amount of time to ensure that it is dismantled and removed.

(実施例) 以下、本発明の好適な実施例について図面を参照にして
詳細に説明する。
(Embodiments) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

第1図に全体の様子を示し、本願発明の原子炉の建屋は
原子炉格納容器1を含む原子炉建屋2が上部基礎板3と
一体に構成されている。そして、この建屋2を支持する
基礎岩盤と一体をなす下部基礎板5には支柱6が一定の
間隔で立設されている。
The overall appearance is shown in FIG. 1, and in the reactor building of the present invention, a reactor building 2 including a reactor containment vessel 1 is integrally constructed with an upper base plate 3. Supports 6 are erected at regular intervals on a lower foundation plate 5 that is integral with the foundation rock that supports this building 2.

この支柱6が一定の離隔距離で整然と配列された中間に
台車が走行する軌道8が設けられている。
A track 8 on which a bogie runs is provided between these columns 6, which are arranged in an orderly manner at a constant distance.

支柱6の高さは、この台車7が走行できるだけの空間が
得られればよい。
The height of the support column 6 may be set as long as it provides enough space for the carriage 7 to run.

原子炉建屋2は、免震積層ゴム支承4を各支柱6の頂部
にボルトで設置固定し、この積層ゴム支承4上に上部基
礎板3を載せ、ボルトで積層ゴム支承4の上端部と上部
基礎板3とを緊締結合することにより、免震装置を介し
て下部基礎板5に固定されている。
In the reactor building 2, a seismic isolation laminated rubber support 4 is installed and fixed at the top of each support column 6 with bolts, an upper foundation plate 3 is placed on this laminated rubber support 4, and the upper end and upper part of the laminated rubber support 4 are attached with bolts. By tightly joining the base plate 3, it is fixed to the lower base plate 5 via a seismic isolation device.

図では、軌道8が一方向へ向かって多数並列に設置され
、原子炉建屋2の重量に耐えるように台車7を大量に使
用できるようになっている。
In the figure, a large number of tracks 8 are installed in parallel in one direction, and a large number of carts 7 can be used to withstand the weight of the reactor building 2.

説明の便宜上、第2図および第3図に基礎版の部分につ
いて概略を示して説明する。
For convenience of explanation, parts of the basic version will be outlined and explained in FIGS. 2 and 3.

原子炉建屋2を撤去するときには、免震積層ゴム支承4
の上端部のボルトを緩めながら、支柱6−6間にジヤツ
キ9を設置して、原子炉建屋2をジヤツキアップしなが
ら、上部基礎板3を免震積層ゴム支承4から外す。そし
て、軌道8上を走らせて台車7を上部基礎板3の下に移
動させ、搬送治具を上部基礎板3と台車7との間に当て
てジヤツキダウンし、台車7に原子炉建屋2を載せる。
When removing the reactor building 2, the seismic isolation laminated rubber support 4
While loosening the bolts at the upper end, a jack 9 is installed between the columns 6 and 6, and the upper base plate 3 is removed from the seismic isolation laminated rubber support 4 while jacking up the reactor building 2. Then, the trolley 7 is moved under the upper base plate 3 by running on the track 8, and the transport jig is placed between the upper base plate 3 and the trolley 7 to jack it down, and the reactor building 2 is placed on the trolley 7. .

そのまま台車7を移動させることにより原子炉建屋2の
搬送は完了する。
By moving the cart 7 as it is, the transportation of the reactor building 2 is completed.

次に、免震積層ゴム支承4を支柱6から外し、新しい免
震積層ゴム支承4に交換すればよい。それから新しい原
子炉建屋を台車7に載せたままこれを従来の下部基礎板
5に搬送する。ジヤツキ9で原子炉建屋をジヤツキアッ
プしておいて台車7を外部へ走行移動させた後、ジヤツ
キダウンして積層ゴム支承4に原子炉建屋を載せ、ボル
トで積層ゴム支承4と上部基礎板3とを連結すればよい
Next, the seismic isolation laminated rubber bearing 4 may be removed from the support column 6 and replaced with a new seismic isolation laminated rubber bearing 4. Then, the new reactor building is carried on the trolley 7 to the conventional lower base plate 5. After jacking up the reactor building with jacks 9 and moving the trolley 7 outside, jack it down and place the reactor building on the laminated rubber bearings 4, and connect the laminated rubber bearings 4 and the upper base plate 3 with bolts. Just connect them.

(効 果) 以上詳しく述べたように、本発明に係る原子炉の建屋に
よれば、原子炉建屋を支持する上部基礎板と基礎岩盤上
の下部基礎板とを免震装置で連結する二重の基礎板構造
になっているので、原子炉建屋と下部基礎板とを免震装
置の部分で切り離すことができる。また、下部基礎板と
上部基礎板との間は支柱によって台車が入る程度の高さ
空間が得られており、支柱と支柱との間には台車走行用
の軌道が設けられており、建屋のジヤツキアップ作業や
台車の走行が容易である。
(Effects) As described in detail above, according to the nuclear reactor building according to the present invention, the upper foundation plate supporting the reactor building and the lower foundation plate on the foundation rock are connected by a seismic isolation device. The base plate structure allows the reactor building and the lower base plate to be separated at the seismic isolation device. In addition, between the lower foundation plate and the upper foundation plate, a space with a height sufficient for the carriage to fit is provided by the pillars, and a track for the carriage to run is provided between the pillars. It is easy to jack up and run the trolley.

また、こうして原子炉建屋全体を移動させ得るので、廃
炉跡地はそのまま再利用することができるとともに、廃
炉の密閉管理期間を持たずに済むため、工期を著しく短
縮できる効果がある。
Furthermore, since the entire reactor building can be moved in this way, the site of the decommissioned reactor can be reused as is, and there is no need for a sealed management period for decommissioning, which has the effect of significantly shortening the construction period.

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

第1図は原子炉建屋と基礎との側内図、第2図は上部基
礎板と下部基礎板との関係を説明するための概略側面図
、第3図は第2図を別の方向から示す概略側面図である
。 1・・・・・・・・・原子炉格納容器 2・・・・・・・・・原子炉建屋  3・・・・・・・
・・上部基礎板4・・・・1・・・・免震積層ゴム支承
5・・・・・・・・・下部基礎板  6・・・・・・・
・・支 柱7・・・・・・・・・台 車    8・・
・・・・・・・軌 道9・・・・・・ジヤツキ
Figure 1 is a side view of the reactor building and foundation, Figure 2 is a schematic side view to explain the relationship between the upper and lower foundation plates, and Figure 3 is Figure 2 from a different direction. FIG. 1... Reactor containment vessel 2... Reactor building 3...
... Upper foundation plate 4 ... 1 ... Seismic isolation laminated rubber bearing 5 ... ... Lower foundation plate 6 ...
・・Support 7・・・・Bolly 8・・・・
・・・・・・Trajectory 9・・・Jatsuki

Claims (1)

【特許請求の範囲】[Claims] 原子炉建屋と一体でこれを支承する上部基礎版と、基礎
岩盤上に構成した下部基礎版と、該下部基礎版と該上部
基礎版との間に台車が入る程度の高さを空けるため該下
部基礎版に立設した支柱と、該支柱の頂部と該上部基礎
版との間に着脱自在に設置した免震装置と、該支柱と該
支柱との間に予め準備した台車走行用の軌道とからなり
、該軌道を走行する台車に該原子炉建屋を載置し、該台
車を走らせて該下部基礎版上に移動搬送自在とし、該下
部基礎版上に該上部基礎版を該免震装置で連結固定する
ことを特徴とする原子炉の建屋。
An upper foundation slab that integrally supports the reactor building, a lower foundation slab constructed on the foundation rock, and a height sufficient to accommodate a trolley between the lower foundation slab and the upper foundation slab. A column erected on the lower foundation plate, a seismic isolation device removably installed between the top of the column and the upper foundation plate, and a track for bogie running prepared in advance between the column and the column. The reactor building is placed on a trolley that runs on the track, the trolley is run to move and convey it freely on the lower foundation slab, and the upper foundation slab is placed on the lower foundation slab. A nuclear reactor building characterized by being connected and fixed by a device.
JP61267480A 1986-11-12 1986-11-12 Housing for nuclear reactor Granted JPS63121791A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61267480A JPS63121791A (en) 1986-11-12 1986-11-12 Housing for nuclear reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61267480A JPS63121791A (en) 1986-11-12 1986-11-12 Housing for nuclear reactor

Publications (2)

Publication Number Publication Date
JPS63121791A true JPS63121791A (en) 1988-05-25
JPH0455279B2 JPH0455279B2 (en) 1992-09-02

Family

ID=17445429

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61267480A Granted JPS63121791A (en) 1986-11-12 1986-11-12 Housing for nuclear reactor

Country Status (1)

Country Link
JP (1) JPS63121791A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000001817A (en) * 1998-06-17 2000-01-07 Shimizu Corp Structure of supporting section and restoring method
JP2008008083A (en) * 2006-06-30 2008-01-17 Takenaka Komuten Co Ltd Reconstruction method of building
JP2010256322A (en) * 2009-03-30 2010-11-11 Mitsubishi Heavy Ind Ltd Emergency core cooling system and nuclear reactor facility
JP2015092138A (en) * 2013-10-02 2015-05-14 清水建設株式会社 Radioactive waste underground burial facility or ground storage facility and management method therefor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000001817A (en) * 1998-06-17 2000-01-07 Shimizu Corp Structure of supporting section and restoring method
JP2008008083A (en) * 2006-06-30 2008-01-17 Takenaka Komuten Co Ltd Reconstruction method of building
JP2010256322A (en) * 2009-03-30 2010-11-11 Mitsubishi Heavy Ind Ltd Emergency core cooling system and nuclear reactor facility
JP2015092138A (en) * 2013-10-02 2015-05-14 清水建設株式会社 Radioactive waste underground burial facility or ground storage facility and management method therefor

Also Published As

Publication number Publication date
JPH0455279B2 (en) 1992-09-02

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