JPH0334834B2 - - Google Patents

Info

Publication number
JPH0334834B2
JPH0334834B2 JP59142614A JP14261484A JPH0334834B2 JP H0334834 B2 JPH0334834 B2 JP H0334834B2 JP 59142614 A JP59142614 A JP 59142614A JP 14261484 A JP14261484 A JP 14261484A JP H0334834 B2 JPH0334834 B2 JP H0334834B2
Authority
JP
Japan
Prior art keywords
reactor vessel
radial key
radial
reactor
earthquake
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 - Lifetime
Application number
JP59142614A
Other languages
Japanese (ja)
Other versions
JPS6120892A (en
Inventor
Akio Sakurai
Yutaka Sosa
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 Corp
Denryoku Chuo Kenkyusho
Original Assignee
Toshiba Corp
Denryoku Chuo Kenkyusho
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 Corp, Denryoku Chuo Kenkyusho filed Critical Toshiba Corp
Priority to JP59142614A priority Critical patent/JPS6120892A/en
Publication of JPS6120892A publication Critical patent/JPS6120892A/en
Publication of JPH0334834B2 publication Critical patent/JPH0334834B2/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

  • Structure Of Emergency Protection For Nuclear Reactors (AREA)
  • Buffer Packaging (AREA)
  • Monitoring And Testing Of Nuclear Reactors (AREA)

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、液体金属の循環によつて冷却される
炉心及びその関連装置を内部に収容している原子
炉容器の熱膨張による変位量を吸収し、地震時に
その原子炉容器を安全に支持することのできる原
子炉容器の耐震支持装置に関するものである。
Detailed Description of the Invention [Technical Field of the Invention] The present invention is directed to absorbing displacement due to thermal expansion of a nuclear reactor vessel housing a reactor core cooled by circulation of liquid metal and related equipment therein. The present invention also relates to an earthquake-resistant support device for a nuclear reactor vessel that can safely support the reactor vessel during an earthquake.

〔発明の技術的背景とその問題点〕[Technical background of the invention and its problems]

公知の如く、液体金属により冷却する原子炉に
おいては、第5図に示すように炉心1、炉心支持
構造物2などは原子炉容器3の中に収容されてい
て、その原子炉容器3は、その上部フランジ4を
原子炉建屋壁から張り出したペデスタル5に乗せ
て、支持されている。
As is well known, in a nuclear reactor cooled by liquid metal, the reactor core 1, core support structure 2, etc. are housed in a reactor vessel 3, as shown in FIG. The upper flange 4 is placed on and supported by a pedestal 5 extending from the wall of the reactor building.

原子炉容器は発電容量の大容量化に伴いその容
積が大きくなつた場合、固有振動周波数が小さく
なり、その耐震設計が極めて困難になる。例え
ば、剛構造であれば耐震設計用水平地震力が1000
gaであるのに対し、剛構造でなく、しかもそ
の固有振動周波数が小さい場合には、その値が
5000ないし6000gaになり、設計上極めて困難
の条件となる。このために、従来構造では、例え
ば第5図に示すように原子炉容器3の下部外周に
放射状に数個所オイルダンパ6などを備えた耐震
支持装置を設け、原子炉容器3の固有振動数を高
めることにより、原子炉容器3に作用する地震力
を軽減する等の対策がなされている。
When the volume of a nuclear reactor vessel increases as power generation capacity increases, its natural vibration frequency decreases, making its seismic design extremely difficult. For example, if the structure is rigid, the horizontal seismic force for seismic design is 1000.
On the other hand, if the structure is not rigid and its natural vibration frequency is small, the value will be
5,000 to 6,000 ga, which is an extremely difficult design condition. For this purpose, in the conventional structure, for example, as shown in FIG. 5, an earthquake-resistant support device equipped with oil dampers 6 and the like is provided at several radial locations around the lower outer periphery of the reactor vessel 3, to reduce the natural frequency of the reactor vessel 3. Measures are being taken to reduce the seismic force acting on the reactor vessel 3 by increasing the earthquake force.

しかしながら、このように耐震支持装置とし
て、メカニカルスナツバやオイルスナツバ等のい
わゆる耐震用防振器を使用した場合、次のような
問題があつた。
However, when a so-called seismic vibration isolator such as a mechanical snubber or an oil snubber is used as an earthquake-resistant support device, the following problems occur.

(1) 原子炉容器が大型化するに従つて大きな地震
反力に耐えられる大容量のスナツバを必要とす
る。
(1) As reactor vessels become larger, large-capacity snares that can withstand large earthquake reaction forces are required.

(2) 原子炉容器の大型化に伴う熱変位量の増大に
対応できるスナツバを必要とし、構造が複雑化
する。
(2) A snubber that can cope with the increase in thermal displacement due to the increase in the size of the reactor vessel is required, which complicates the structure.

(3) 高放射線レベル下での可動部分の点検やオイ
ル交換等の保守・補修作業を行う必要がある。
(3) It is necessary to perform maintenance and repair work such as inspecting moving parts and changing oil under high radiation levels.

〔発明の目的〕[Purpose of the invention]

本発明は上記問題を解決するためになされたも
ので、その目的とするところは簡単な構造で大き
な地震反力に耐えられ、原子炉容器の熱膨張によ
る熱変位量を吸収でき、高放射線下での保守・点
検作業を低減できる原子炉容器の耐震支持装置を
提供することにある。
The present invention was made to solve the above problems, and its purpose is to have a simple structure that can withstand large earthquake reaction forces, absorb thermal displacement due to thermal expansion of the reactor vessel, and be able to operate under high radiation conditions. An object of the present invention is to provide an earthquake-resistant support device for a nuclear reactor vessel that can reduce maintenance and inspection work in a nuclear reactor vessel.

〔発明の概要〕[Summary of the invention]

本発明は上記の目的を達成するために、上部フ
ランジを原子炉建屋壁から張り出したペデスタル
に載置して支持された原子炉容器の下部外周に突
出して設けられたラジアルキーと、このラジアル
キーの突出側の端面に上下方向に沿つて設けられ
たスリツトと、前記ラジアルキーの両側面と所定
間隔をおいて対向し前記原子炉容器外周を覆うガ
ードベツセルの内面に取付けられたラジアルキー
受けとを具備したものである。
In order to achieve the above object, the present invention provides a radial key provided protruding from the lower outer periphery of a reactor vessel whose upper flange is placed and supported on a pedestal extending from the wall of the reactor building, and the radial key. a slit provided along the vertical direction on the protruding end surface of the radial key; and a radial key receiver attached to the inner surface of a guard vessel that faces both sides of the radial key at a predetermined interval and covers the outer periphery of the reactor vessel. It is equipped with the following.

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

以下、本発明の一実施例を第1図ないし第4図
を参照して説明する。
Hereinafter, one embodiment of the present invention will be described with reference to FIGS. 1 to 4.

第1図は本発明の一実施例を示すタンク型高速
増殖炉の断面図である。このタンク型高速増殖炉
の原子炉容器3は、その上部フランジ4をリング
ガータ7を介して原子炉建屋壁から張り出したペ
デスタル5に乗せて、支持されている。この原子
炉容器3の上端開口部には固定プラグ8および回
転プラグ9からなるルーフスラブ10が設置さ
れ、原子炉容器3の上端開口部を閉塞している。
ルーフスラブ10には中間熱交換器11、循環ポ
ンプ12、炉心上部気構13、燃料交換機14等
が搭載され、中間熱交換器11及び循環ポンプ1
2はルーフスラブ10の周方向に沿つて交互に複
数台搭載されている。炉心支持構造物2は円筒状
の吊り胴15を介してルーフスラブ10より吊り
下げられており、多数の燃料集合体からなる炉心
1を収容・支持している。また、、原子炉容器3
内は吊り胴15の外壁と原子炉容器3の内壁とに
結合された隔壁16により上部の高温Na部(ホ
ツトプール)17と下部の低温Na部(コールド
プール)18とに仕切られている。原子炉容器3
内の冷却材(液体ナトリウム)はコールドプール
18では通常約350℃程度であり、循環ポンプ1
2の流入孔19より吸込まれ、炉心1下方の高圧
プレナム構造20へ送り込まれる。高圧プレナム
構造20に送り込まれた冷却材は炉心1を通過し
て上昇し、その際炉心1の核反応熱により約500
℃程度に昇温して吊り胴15内側にホツトプール
17へ流出する。ホツトプール17に流出した冷
却材は吊り胴15に形成されたフローホール21
を通つて中間熱交換器11の流入孔22に入り、
2次側の冷却材と熱交換をして約350℃程度に冷
却された後、出口ノズル23よりコールドプール
18に戻されるようになつている。
FIG. 1 is a sectional view of a tank-type fast breeder reactor showing one embodiment of the present invention. The reactor vessel 3 of this tank-type fast breeder reactor is supported by placing its upper flange 4 on a pedestal 5 extending from the reactor building wall via a ring gutter 7. A roof slab 10 consisting of a fixed plug 8 and a rotating plug 9 is installed at the upper end opening of the reactor vessel 3, and closes the upper end opening of the reactor vessel 3.
The roof slab 10 is equipped with an intermediate heat exchanger 11, a circulation pump 12, a core upper air structure 13, a fuel exchanger 14, etc.
2 are alternately mounted along the circumferential direction of the roof slab 10. The core support structure 2 is suspended from the roof slab 10 via a cylindrical suspension shell 15, and accommodates and supports the core 1 made up of a large number of fuel assemblies. In addition, reactor vessel 3
The interior is partitioned into an upper high-temperature Na section (hot pool) 17 and a lower low-temperature Na section (cold pool) 18 by a partition wall 16 connected to the outer wall of the suspension shell 15 and the inner wall of the reactor vessel 3. reactor vessel 3
The coolant (liquid sodium) in the cold pool 18 is normally around 350℃,
The fuel is sucked in through the inflow holes 19 of No. 2 and sent into the high-pressure plenum structure 20 below the reactor core 1. The coolant fed into the high-pressure plenum structure 20 passes through the core 1 and rises.
The temperature rises to about 0.degree. C. and flows inside the hanging shell 15 to the hot pool 17. The coolant flowing out into the hot pool 17 flows through the flow hole 21 formed in the hanging body 15.
enters the inlet hole 22 of the intermediate heat exchanger 11 through the
After being cooled to about 350° C. by exchanging heat with the secondary coolant, it is returned to the cold pool 18 through the outlet nozzle 23.

また、原子炉容器3の下部外周とガードベツセ
ル24との間には本発明による耐震支持装置10
0が設けられている。この耐震支持装置100は
第2図に示すように原子炉容器3の周方向に沿つ
て等ピツチで複数設けられ、ラジアルキー構造と
なつている。すなわち、この耐震支持装置100
は第3図および第4図に示すように原子炉容器3
の下部外周に突出して設けられたラジアルキー1
01と、このラジアルキー101の両側面と対向
するラジアルキー受け102とからなり、このラ
ジアルキー102は原子炉容器外周を覆うガード
ベツセル24に取付けられている。また、上記ラ
ジアルキー101の突出側の端面には複数のスリ
ツト103が上下方向に沿つて設けらている。そ
して、ラジアルキー101とラジアルキー受け1
02との間にはL字形のスペーサ104,104
が挿入され、ラジアルキー101の側面101a
と所定の間〓幅gを保つている。なお、上記スペ
ーサ104はラジアルキー受け102の上面に取
付ボルト105によつて固定されている。
Furthermore, an earthquake-resistant support device 10 according to the present invention is provided between the lower outer periphery of the reactor vessel 3 and the guard vessel 24.
0 is set. As shown in FIG. 2, a plurality of seismic support devices 100 are provided at equal pitches along the circumferential direction of the reactor vessel 3, and have a radial key structure. That is, this seismic support device 100
is the reactor vessel 3 as shown in Figures 3 and 4.
Radial key 1 protruding from the lower outer periphery of
01 and a radial key receiver 102 facing both sides of this radial key 101, this radial key 102 is attached to a guard vessel 24 that covers the outer periphery of the reactor vessel. Further, a plurality of slits 103 are provided on the protruding end surface of the radial key 101 along the vertical direction. Then, radial key 101 and radial key receiver 1
02 are L-shaped spacers 104, 104.
is inserted, and the side surface 101a of the radial key 101
The width g is maintained for a predetermined period. Note that the spacer 104 is fixed to the upper surface of the radial key receiver 102 with a mounting bolt 105.

次に作用を説明する。原子炉容器3は運転時高
温となり、原子炉容器の鉛直方向及び半径方向と
も数10mm程度の熱膨張をする。この熱膨張を拘束
すると、原子炉容器3に多大の応力を発生させる
ことになるため、耐震支持装置としては原子炉容
器3が自由に熱膨張できるようにする必要があ
る。本発明による耐震支持装置100では、ラジ
アルキー101とラジアルキー受け102とは所
定の間〓幅gをもつて係合しているため、原子炉
容器3の鉛直方向及び半径方向の熱膨張を何ら拘
束しないので、原子炉容器3には熱膨張反力は生
じない。したがつて、原子炉容器3の大型化に伴
う熱変位量の増大を十分吸収することができる。
Next, the effect will be explained. The reactor vessel 3 reaches a high temperature during operation, and thermally expands by several tens of millimeters in both the vertical and radial directions of the reactor vessel. If this thermal expansion is restricted, a large amount of stress will be generated in the reactor vessel 3, so the seismic support device needs to allow the reactor vessel 3 to thermally expand freely. In the seismic support device 100 according to the present invention, since the radial key 101 and the radial key receiver 102 are engaged with each other with a width g for a predetermined period, the vertical and radial thermal expansion of the reactor vessel 3 is prevented. Since it is not restrained, no thermal expansion reaction force is generated in the reactor vessel 3. Therefore, an increase in the amount of thermal displacement due to an increase in the size of the reactor vessel 3 can be sufficiently absorbed.

次に地震時の作用について第2図を参照して説
明する。地震により第2図中矢印で示す方向に水
平地震力が作用した場合、まず原子炉容器3全体
が270°方向へラジアルキー101とラジアルキー
受け102との間〓幅gだけ移動したところで、
0°及び180°方位にあるラジアルキー101a,1
01mとラジアルキー受け102a,102mと
がぶつかり、原子炉容器3の水平方向移動を拘束
する。これによりラジアルキー101a,101
mとラジアルキー受け102a,102mとの間
に反力が生じ、その反力によるラジアルキーの変
位量がg/cosΔθを越えたときに、次のラジアル
キー101b,101lとラジアルキー受け10
2b,102lとが当り始める。そして以下、ラ
ジアルキーの取付角度に応じて地震荷重を順次分
担していく。従来の中実のラジアルキーではキー
の剛性が非常に大きいために、最初に当たるキー
がg/cosΔθ変位するのに巨大な力を要し、小数
のキーで地震反力を支持する効果となつていた。
これに対して本発明によるスリツト103を設け
たラジアルキー101では、スリツト103によ
りラジアルキーの剛性が低下し、小さな力で変位
するために地震荷重を分担するキーの個数が増
し、1個当りのラジアルキーが受け持つ地震反力
を大幅に低減できる。
Next, the action during an earthquake will be explained with reference to FIG. When a horizontal seismic force acts in the direction shown by the arrow in FIG. 2 due to an earthquake, the entire reactor vessel 3 first moves in the 270° direction by the width g between the radial key 101 and the radial key receiver 102.
Radial keys 101a, 1 in 0° and 180° directions
01m and the radial key receivers 102a and 102m collide with each other, restraining the horizontal movement of the reactor vessel 3. As a result, the radial keys 101a, 101
When a reaction force is generated between m and the radial key receiver 102a, 102m, and the amount of displacement of the radial key due to the reaction force exceeds g/cosΔθ, the next radial key 101b, 101l and the radial key receiver 10
2b, 102l start hitting. From then on, the earthquake load will be distributed in order according to the mounting angle of the radial key. With conventional solid radial keys, the rigidity of the keys is extremely high, so it takes a huge force to displace the first key hit by g/cos Δθ, resulting in the effect of supporting the earthquake reaction force with a small number of keys. Ta.
On the other hand, in the radial key 101 provided with the slit 103 according to the present invention, the slit 103 reduces the rigidity of the radial key, and since the radial key can be displaced with a small force, the number of keys that share the earthquake load increases, and the number of keys that share the earthquake load increases. The seismic reaction force that the radial key is responsible for can be significantly reduced.

〔発明の効果〕〔Effect of the invention〕

以上説明したように本発明によれば、熱膨張に
よる原子炉容器の変形を拘束することなく、地震
時の反力を分散して支持するためにラジアルキー
が分担すべき地震反力の平坦化が可能となり、ラ
ジアルキー部の応力が大幅に低減される。また、
ラジアルキーが取付けられている原子炉容器に生
ずる局部応力も大幅に低減され、構造強度上の設
計裕度が増加する、さらに、従来のラジアルキー
構造では荷重の均一化を図るためには、キーとキ
ー受けとの間のギヤツプ幅を可能な限り小さく
し、キーの個数を増やす等の対策が必要であつた
が、本発明によれば上記の如き対策が不要とな
り、据付作業が容易となり、物量を削減すること
ができる。また構造がすべて機械的で、しかも静
的なので信頼性が高く、故障の原因も少ない。し
たがつて、定期的な保守作業は不要となり、簡単
な点検作業を行うだけでよいため、放射線下での
作業は極めて短時間となるなどの大きな効果があ
る。
As explained above, according to the present invention, the seismic reaction force that should be shared by the radial key is flattened in order to disperse and support the reaction force during an earthquake without restricting the deformation of the reactor vessel due to thermal expansion. This makes it possible to significantly reduce the stress on the radial key part. Also,
The local stress generated in the reactor vessel where the radial key is installed is also significantly reduced, increasing the design margin for structural strength. It was necessary to take measures such as reducing the gap width between the key holder and the key receiver as much as possible and increasing the number of keys, but according to the present invention, such measures as described above are no longer necessary, and the installation work becomes easier. The amount of material can be reduced. Furthermore, since the structure is entirely mechanical and static, it is highly reliable and has fewer causes of failure. Therefore, there is no need for regular maintenance work, and only simple inspection work is required, which has great effects such as extremely short work times under radiation.

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

第1図ないし第4図は本発明の一実施例を示す
図で、第1図はタンク型高速増殖炉の断面図、第
2図は耐震支持装置の取付状態を示す原子炉容器
の水平断面図、第3図は第2図のA部を示す拡大
断面図、第4図は第3図の−線矢視図、第5
図は従来例を示す高速増殖炉の断面図である。 1……炉心、3……原子炉容器、100……耐
震支持装置、101……ラジアルキー、102…
…ラジアルキー受け、103……スリツト。
Figures 1 to 4 are diagrams showing an embodiment of the present invention, in which Figure 1 is a cross-sectional view of a tank-type fast breeder reactor, and Figure 2 is a horizontal cross-section of the reactor vessel showing the installation state of the seismic support device. Figure 3 is an enlarged sectional view showing part A in Figure 2, Figure 4 is a view taken along the - line in Figure 3, and Figure 5 is an enlarged sectional view showing part A in Figure 2.
The figure is a sectional view of a conventional fast breeder reactor. DESCRIPTION OF SYMBOLS 1...Reactor core, 3...Reactor vessel, 100...Seismic support device, 101...Radial key, 102...
...Radial key receiver, 103...slit.

Claims (1)

【特許請求の範囲】[Claims] 1 上部を原子炉建屋壁から張り出したペデスタ
ルに載置して支持された原子炉容器の下部外周に
突出して設けられたラジアルキーと、このラジア
ルキーの突出側の端面に上下方向に沿つて設けら
れたスリツトと、前記ラジアルキーの両側面と所
定間隔をおいて対向し前記原子炉容器外周を覆う
ガードベツセルの内面に取付けられたラジアルキ
ー受けとを具備したことを特徴とする原子炉容器
の耐震支持装置。
1. A radial key provided protruding from the outer periphery of the lower part of the reactor vessel whose upper part is placed and supported on a pedestal extending from the reactor building wall, and a radial key provided along the vertical direction on the protruding end surface of this radial key. and a radial key receiver that faces both sides of the radial key at a predetermined distance and is attached to the inner surface of a guard vessel that covers the outer periphery of the reactor vessel. Seismic support equipment.
JP59142614A 1984-07-10 1984-07-10 Earthquakeproof supporter for vessel of nuclear reactor Granted JPS6120892A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59142614A JPS6120892A (en) 1984-07-10 1984-07-10 Earthquakeproof supporter for vessel of nuclear reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59142614A JPS6120892A (en) 1984-07-10 1984-07-10 Earthquakeproof supporter for vessel of nuclear reactor

Publications (2)

Publication Number Publication Date
JPS6120892A JPS6120892A (en) 1986-01-29
JPH0334834B2 true JPH0334834B2 (en) 1991-05-24

Family

ID=15319421

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59142614A Granted JPS6120892A (en) 1984-07-10 1984-07-10 Earthquakeproof supporter for vessel of nuclear reactor

Country Status (1)

Country Link
JP (1) JPS6120892A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3097434B2 (en) 1994-01-25 2000-10-10 ヤマハ株式会社 Digital signal processor for adding effects

Also Published As

Publication number Publication date
JPS6120892A (en) 1986-01-29

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