JPS606896A - Housing for nuclear reactor - Google Patents

Housing for nuclear reactor

Info

Publication number
JPS606896A
JPS606896A JP58113932A JP11393283A JPS606896A JP S606896 A JPS606896 A JP S606896A JP 58113932 A JP58113932 A JP 58113932A JP 11393283 A JP11393283 A JP 11393283A JP S606896 A JPS606896 A JP S606896A
Authority
JP
Japan
Prior art keywords
reactor
building
containment vessel
reactor containment
suppression chamber
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
JP58113932A
Other languages
Japanese (ja)
Inventor
郡安 憲三
光児 坂田
定彦 瀧川
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.)
Toshiba Engineering Corp
Toshiba Corp
Original Assignee
Toshiba Engineering Corp
Toshiba 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 Toshiba Engineering Corp, Toshiba Corp filed Critical Toshiba Engineering Corp
Priority to JP58113932A priority Critical patent/JPS606896A/en
Publication of JPS606896A publication Critical patent/JPS606896A/en
Pending 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

  • Structure Of Emergency Protection For Nuclear Reactors (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】 〔発明の技術分野〕 本発明は上部円錐形ドライウェルと下部円筒形サプレッ
ションチェンバとを有するMARJ(−II型もしくは
MARK−II改型の原子炉格納容器を内装した原子炉
建屋に関する。
Detailed Description of the Invention [Technical Field of the Invention] The present invention relates to an atomic reactor containing a MARJ (type-II or MARK-II modified type) reactor containment vessel having an upper conical dry well and a lower cylindrical suppression chamber. Regarding the furnace building.

〔発明の技術的背景〕[Technical background of the invention]

この種の原子炉建屋は例えば第1図に示すように形成さ
れている。
This type of reactor building is formed, for example, as shown in FIG.

この原子炉建屋1はMARK−JT型の原子炉格納容器
2を建屋シェル壁3内に内装して形成されている。この
原子炉格納容器2は鋼板によって製せされており、内部
のダイヤフラムフロア4によって、上部円錐形ドライウ
ェル5と下部円筒形サプレッションチェンバ6とに分割
されている。そして、原子炉格納容器2の中央部には圧
力芥器ペデスクル7が設けられ、その上に原子炉圧力容
器8が据付けられている。また、ダイヤフラムフロア4
にハトライウェル5とザプレツションチェンノ(6とを
連通ずる多数のベント管9,9が垂下され、その下端は
サプレッションチェンバ水中に開口されている。
This reactor building 1 is formed by incorporating a MARK-JT type reactor containment vessel 2 inside a building shell wall 3. The reactor containment vessel 2 is made of steel plate and is divided by an internal diaphragm floor 4 into an upper conical dry well 5 and a lower cylindrical suppression chamber 6. A pressure container pedicle 7 is provided in the center of the reactor containment vessel 2, and a reactor pressure vessel 8 is installed above it. In addition, diaphragm floor 4
A large number of vent pipes 9, 9 communicating between the pigeon dry well 5 and the suppression chamber (6) are suspended, the lower ends of which are opened into the suppression chamber water.

〔背景技術の問題点〕[Problems with background technology]

原子炉格納容器2は鋼製であるが、その直径に対して鋼
板の肉厚が薄いので全体としては薄膜と考えられる。よ
って、大地震時に原子炉建屋1の変形を大きくなるよう
にして地震力を吸収する構造設計の場合には、原子炉格
納容器2の下部特にサプレッションチェンバ部が、原子
炉建屋1の建屋シェル壁3からの強制変形を受け、バッ
クリングを起こす可能性があった。
Although the reactor containment vessel 2 is made of steel, the thickness of the steel plate is thin compared to its diameter, so it is considered to be a thin film as a whole. Therefore, in the case of a structural design that absorbs seismic force by increasing the deformation of the reactor building 1 during a major earthquake, the lower part of the reactor containment vessel 2, especially the suppression chamber part, should be There was a possibility of buckling due to forced deformation from 3.

これは、サプレッションチェンバ6の部分の原子炉格納
容器2と建屋シェル壁3との間に空間10があるだめ、
薄膜である原子炉格納容器2の下部が大きく変形するこ
とが原因と考えられる。
This is because there is a space 10 between the reactor containment vessel 2 and the building shell wall 3 in the suppression chamber 6 part.
This is thought to be caused by the large deformation of the lower part of the reactor containment vessel 2, which is a thin film.

この空間10は、原子炉建屋1および建屋シェル壁3の
建設時に作業者が入って作業を行なうだめのものであり
、省くことはできない。
This space 10 is a space for workers to enter and work during the construction of the reactor building 1 and the building shell wall 3, and cannot be omitted.

そして、サプレッションチェンバ6内には非常用炉心伶
却系の水源となるサプレッションチェンバ水が貯蔵され
ているから、原子炉格納容器2の下部がバックリングを
起こすと水が漏洩して、非常用水源が個れてしまうおそ
れがある。
Suppression chamber water is stored in the suppression chamber 6 as a water source for the emergency core evacuation system, so if the lower part of the reactor containment vessel 2 buckles, water will leak and the emergency water source will be used. There is a risk that the parts may become separated.

よって、大地震時においても原子炉格納容器2の下部の
バックリングを防止する必要がある。
Therefore, it is necessary to prevent the lower part of the reactor containment vessel 2 from buckling even in the event of a major earthquake.

〔発明の目的〕[Purpose of the invention]

本発明はこれらの点に釘みてなされたものであシ、地震
時においても原子炉格納容器下部にバックリングを起こ
すことがなく、安全性の高い原子炉建屋を提供すること
を目的とする。
The present invention has been made with these points in mind, and it is an object of the present invention to provide a highly safe nuclear reactor building that does not buckle at the bottom of the reactor containment vessel even during an earthquake.

〔発明の概を〕[Outline of the invention]

本発明の原子炉建屋は、原子炉格納オ?:器の少なりト
もサプレッションチェンバ部と建屋シェル壁との間の空
間内に砂を充填して、地震時に原子炉格納容器下部にお
いて原子炉建屋からの影響を低減して、バックリングの
発生を防止するように形成したことを特徴とする。
The reactor building of the present invention has a reactor containment area. : Even if there is less capacity, the space between the suppression chamber and the building shell wall is filled with sand to reduce the impact from the reactor building at the bottom of the reactor containment vessel during an earthquake, and to prevent buckling. It is characterized by being formed to prevent.

〔発明の実施例〕[Embodiments of the invention]

以下、本発明を第2図および第31ン1に示す実施例に
ついて説明する。
Hereinafter, the present invention will be described with reference to the embodiments shown in FIGS. 2 and 31.

第2図および第3図において、gB 1図と同一部分に
は同一符号を付しである。
In FIGS. 2 and 3, the same parts as in FIG. gB1 are given the same reference numerals.

本実施例は原子炉格納容器2のサプレッションチェンバ
6の部分と建屋シェル壁3との間の全問10内にクッシ
ョンイ2として(λよ能する砂11を充填して形成した
ものである。また、この空間10内への砂11の充填量
は、ある程反砂11が流動性を有してクッション機能を
十分に発揮することができるように、所定の自由空間を
残す量とするとよい。
In this embodiment, sand 11 having a function of λ is filled as a cushion 2 in the entire space 10 between the suppression chamber 6 of the reactor containment vessel 2 and the building shell wall 3. Further, the amount of sand 11 filled into this space 10 is preferably such that a predetermined free space is left so that the anti-sand 11 has fluidity to a certain extent and can fully exhibit its cushioning function. .

次に、本実施例の作用を説り」する。Next, the operation of this embodiment will be explained.

地震時には、原子炉建屋1および原子炉格納容器2が大
きく揺れる。しかし、本実施例においては空間10内の
砂11が原子炉格納容器2を外側から支承しているので
、原子9>”、1・K fit’を容器2は大きく変形
したり、バックリングを起こしたりしない。
During an earthquake, the reactor building 1 and the reactor containment vessel 2 shake significantly. However, in this embodiment, since the sand 11 in the space 10 supports the reactor containment vessel 2 from the outside, the vessel 2 will not be significantly deformed or buckled due to the atoms 9>'', 1·K fit'. I won't wake you up.

特に、地震時に原子炉Vt(屋1の揺れが原子炉格納容
器2に伝搬され、原子炉格納容器2内に応力が生ずるが
、砂11のクッション機能により緩和され、更に強固な
奸屋シェル壁3および原子炉建屋1へ順に伝達して減衰
されるので、原子炉格納容器2ケよ安全に保たれる。凍
だ、サプレッションチェンバ6内をサプレッションチェ
ンバ水が[勤fることにより、原子炉格納容器2を外方
へ押出す力も、砂11によって有効に支承され、緩和さ
れる。
In particular, during an earthquake, the shaking of the reactor Vt (house 1) is propagated to the reactor containment vessel 2, and stress is generated within the reactor containment vessel 2, but this is alleviated by the cushioning function of the sand 11, and the 3 and the reactor building 1 and are attenuated, the reactor containment vessel 2 is kept safe. The force pushing the containment vessel 2 outward is also effectively supported and relieved by the sand 11.

よって、原子炉格納容器下部がバックリングを起こすこ
とが完全に防止される。
Therefore, buckling of the lower part of the reactor containment vessel is completely prevented.

なお、砂11は空間10のみならず、原子炉格納容器2
のドライウェル部と建屋シェル壁との間に寸で充填して
もよい。
Note that the sand 11 is applied not only to the space 10 but also to the reactor containment vessel 2.
It may be filled between the dry well part and the building shell wall.

〔発明の効果〕〔Effect of the invention〕

このように本発明の原子炉建屋1’−L k+’+成さ
れ作用するものであるから、地震時において原子炉格納
容器下部にバックリングを起こすことが確実に防止され
、非常用水源が個れることがなく安全性が高い等の効果
を奏する。
Since the reactor building 1'-Lk+'+ of the present invention is constructed and operated in this manner, buckling at the bottom of the reactor containment vessel is reliably prevented in the event of an earthquake, and an emergency water source is provided separately. This has the advantage of being highly safe as there is no leakage.

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

第1図は従来の原子炉建屋を示す縦断flI11面図、
第2図は本発明の原子炉建屋の一実施例を示すね1新制
面図、第3図は第2図のIII −III K9!に沿
ったH1t1ケである。 1・・・原子炉建屋、2・・・原子炉格納容器、3・・
・建屋シェル壁、5°・・ドライウェル部6・・・ザプ
レツシヨンチェンバ、10・・・空間、11・・・砂。 出願人代理人 猪 股 清 手続補正居=(方式) 1眉n158:110月13日 ’4:i’ i’l−庁長官 若 杉 相 夫 殿1、
 $件の表示 昭和58年 4”I’ it’l’ Ifす1 第11
3.932号2、発明の名称 原子炉建屋 3、補正をする者 事件との関係′I”!’if’l出願人(307) 東
京芝浦電気株式会社 (ほか1名) 明細書を別紙の通り浄@jる(内容に変更なし)。
Figure 1 is a longitudinal section flI11 view showing a conventional reactor building;
Fig. 2 shows an embodiment of the reactor building of the present invention. H1t1 is along the line. 1... Reactor building, 2... Reactor containment vessel, 3...
・Building shell wall, 5°...Dry well section 6...The pressure chamber, 10...Space, 11...Sand. Applicant's agent Inomata Kiyoshi procedure amendment = (method) 1 eyebrow n158: 11 October 13th '4: i'i'l- Commissioner Aio Wakasugi 1,
Displaying $ items 1981 4”I'it'l' Ifsu 1 11th
3.932 No. 2, Name of the invention Reactor building 3, Relationship with the person making the amendment' case 'I'!'if'l Applicant (307) Tokyo Shibaura Electric Co., Ltd. (and 1 other person) Specification attached. Street clean @jru (no change in content).

Claims (1)

【特許請求の範囲】 1、はぼ円錐形状をした上部のドライウェルと、円筒形
状をした下部のサプレッションチェンバとを連設した原
子炉格納容器を建屋シェル壁内に内装してなる原子炉建
屋において、前記原子炉格納容器の少なくともサプレッ
ションチェンバ部と建屋シェル壁との間の空間内に砂を
充填したことを特徴とする原子炉建屋。 2、原子炉格納容器のサプレッションチェンバ部と建屋
シェル壁との間の空r!]内に、所定の空間を残して砂
を充填することを特徴とする特許請求の範囲第1項記載
の原子炉建屋。
[Claims] 1. A nuclear reactor building in which a reactor containment vessel, in which a conical upper dry well and a cylindrical lower suppression chamber are connected, is housed within the building shell wall. A nuclear reactor building according to claim 1, wherein a space between at least a suppression chamber portion of the reactor containment vessel and a building shell wall is filled with sand. 2. Air space between the suppression chamber of the reactor containment vessel and the building shell wall! 2. The reactor building according to claim 1, wherein sand is filled leaving a predetermined space in the reactor building.
JP58113932A 1983-06-24 1983-06-24 Housing for nuclear reactor Pending JPS606896A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58113932A JPS606896A (en) 1983-06-24 1983-06-24 Housing for nuclear reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58113932A JPS606896A (en) 1983-06-24 1983-06-24 Housing for nuclear reactor

Publications (1)

Publication Number Publication Date
JPS606896A true JPS606896A (en) 1985-01-14

Family

ID=14624799

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58113932A Pending JPS606896A (en) 1983-06-24 1983-06-24 Housing for nuclear reactor

Country Status (1)

Country Link
JP (1) JPS606896A (en)

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