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JPH0114558B2 - - Google Patents

Info

Publication number
JPH0114558B2
JPH0114558B2 JP59026760A JP2676084A JPH0114558B2 JP H0114558 B2 JPH0114558 B2 JP H0114558B2 JP 59026760 A JP59026760 A JP 59026760A JP 2676084 A JP2676084 A JP 2676084A JP H0114558 B2 JPH0114558 B2 JP H0114558B2
Authority
JP
Japan
Prior art keywords
building
seismic isolation
containment vessel
support structure
reactor containment
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
Application number
JP59026760A
Other languages
Japanese (ja)
Other versions
JPS60170791A (en
Inventor
Katsuhiko Emori
Takaaki Konno
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP59026760A priority Critical patent/JPS60170791A/en
Publication of JPS60170791A publication Critical patent/JPS60170791A/en
Publication of JPH0114558B2 publication Critical patent/JPH0114558B2/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)
  • Structure Of Emergency Protection For Nuclear Reactors (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 この発明は原子炉の免震構造に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a seismic isolation structure for a nuclear reactor.

従来技術 従来、原子力発電所における原子炉aは、地盤
に建設された建屋bに一体に形成された原子炉格
納容器c内に収納されている。このような原子炉
aである場合は、地震時に建屋b、原子炉格納容
器cが共振し、その振動が原子炉機器の破損を生
ぜしめるという問題が生じている。
BACKGROUND ART Conventionally, a nuclear reactor a in a nuclear power plant is housed in a reactor containment vessel c that is integrally formed with a building b built on the ground. In the case of such a nuclear reactor a, there is a problem in that the building b and the reactor containment vessel c resonate during an earthquake, and the vibrations cause damage to the reactor equipment.

このために主蒸気配管、原子炉圧力容器シユラ
ウド、燃料集合前チヤンネルボツクス等の部材を
堅牢にしなければならず、施工費が高騰してい
た。
For this reason, components such as the main steam piping, the reactor pressure vessel shroud, and the channel box before the fuel assembly had to be made more robust, which increased construction costs.

発明の目的 この発明は、原子炉格納容器と建屋、或いは建
屋と支持構造体とを縁切りし、双互の共振を小さ
くすることによつて、配管等の内部機器の低廉化
を図ることが可能な原子炉の免震構造を提供する
ことを目的とする。
Purpose of the Invention This invention makes it possible to reduce the cost of internal equipment such as piping by separating the reactor containment vessel and the building, or the building and the support structure, and reducing mutual resonance. The purpose is to provide a seismic isolation structure for nuclear reactors.

発明の構成 この出願にかかる一方の発明は、原子力格納容
器と建屋を縁切りし、免震装置と破断装置を両者
の間に介在せしめることによつて上記の目的を達
成するものである。
Structure of the Invention One of the inventions of this application achieves the above object by separating the nuclear containment vessel from the building and interposing a seismic isolation device and a rupture device between the two.

また、この出願にかかる他方の発明は、建屋と
支持構造物を縁切りし、免震装置と破断装置を両
者の間に介在せしめることによつて上記の目的を
達成するものである。
The other invention of this application achieves the above object by separating the building from the supporting structure and interposing a seismic isolation device and a breaking device between the two.

実施例 以下、図に示す実施例に基づきこの発明を詳細
に説明する。
Embodiments Hereinafter, the present invention will be described in detail based on embodiments shown in the drawings.

第2図及び第3図に示すのは、原子炉格納容器
1と建屋2を縁切りした発明の実施例である。
What is shown in FIGS. 2 and 3 is an embodiment of the invention in which the reactor containment vessel 1 and the building 2 are separated.

まず第2図において原子炉格納容器1とシエル
壁3を支持する基礎4は建屋2の基礎5から縁切
りされている。シエル壁3と建屋2は各階とも縁
切りされている。またシエル壁3と建屋2と一体
に形成された燃料プール6とドライヤーセパレー
タプール7も縁を切られている。
First, in FIG. 2, the foundation 4 that supports the reactor containment vessel 1 and the shell wall 3 is cut off from the foundation 5 of the building 2. The shell wall 3 and the building 2 are separated on each floor. Furthermore, the fuel pool 6 and dryer separator pool 7, which are integrally formed with the shell wall 3 and the building 2, are also edged.

以上のように縁切りされた原子炉格納容器1と
建屋2との間に免震装置8が介在せしめられてい
る。免震装置8は基礎4と基礎5間等に上下に介
せしめられている。
A seismic isolation device 8 is interposed between the nuclear reactor containment vessel 1 and the building 2, which are separated as described above. The seismic isolation device 8 is interposed vertically between the foundation 4 and the foundation 5, etc.

第4図に示すのは免震装置8の一実施例であ
る。免震装置8は上下に相対向して高さ調整架台
9,9が固定されており、高さ調整架台9,9の
中間には4つの積層ゴム10が介在せしめられて
固定されている。積層ゴム10は円形の鉄板とゴ
ムシートを互い違いに重ね合せたものである。
What is shown in FIG. 4 is one embodiment of the seismic isolation device 8. In the seismic isolation device 8, height adjustment frames 9, 9 are fixed to face each other vertically, and four laminated rubber 10 are interposed and fixed between the height adjustment frames 9, 9. The laminated rubber 10 is made by stacking circular iron plates and rubber sheets alternately.

4本の積層ゴム10の間に第5図に示すように
保守点検用に十字状の支持枠11が下方の高さ調
整架台9上に立設されている。上方の高さ調整架
台9には支持枠11に対応して断面コ字状で十字
状の上枠12が2本当接している。上方の高さ調
整架台9と上枠12間には摩擦材12aが介在せ
しめられており、摩擦ダンパーの役目をする。
As shown in FIG. 5, a cross-shaped support frame 11 is erected on the lower height adjustment frame 9 between the four rubber layers 10 for maintenance and inspection. Two cross-shaped upper frames 12 having a U-shaped cross section are in contact with the upper height adjustment frame 9 in correspondence with the support frame 11. A friction material 12a is interposed between the upper height adjustment frame 9 and the upper frame 12, and serves as a friction damper.

上枠12の内側のフランジ12bは支持枠11
を内側にはさむように位置せしめられた上下に摺
動可能である。
The inner flange 12b of the upper frame 12 is connected to the support frame 11.
It can be slid up and down.

支持枠11には、雌ねじが螺設された孔が穿設
された取付部材13aが複数固定され、この孔に
ボルト13が螺合されている。ボルト13の中間
には支持片14が固定されており、ボルト13
に、支持片14上に支持されてコイルばね15が
挿通せしめられている。コイルばね15の上端は
上枠12下面に当接され、このようにして原子炉
格納容器1と建屋2間にコイルばね15上に摩擦
材12aを載置した複数の部材が介在させてあ
る。
A plurality of mounting members 13a having holes each having a female thread are fixed to the support frame 11, and bolts 13 are screwed into the holes. A support piece 14 is fixed to the middle of the bolt 13, and the bolt 13
A coil spring 15 is inserted through the support piece 14 . The upper end of the coil spring 15 is brought into contact with the lower surface of the upper frame 12, and in this way, a plurality of members each having a friction material 12a placed on the coil spring 15 are interposed between the reactor containment vessel 1 and the building 2.

原子炉格納容器1の側面と建屋2の側面間には
破断装置16が介在せしめられている。実施例で
は原子炉格納容器1とシエル壁3を支持する基礎
4と建屋2間に破断装置16が介在せしめられて
いる。
A breaking device 16 is interposed between the side surface of the reactor containment vessel 1 and the side surface of the building 2. In the embodiment, a breaking device 16 is interposed between the building 2 and the foundation 4 that supports the reactor containment vessel 1 and the shell wall 3.

破断装置16としては第6図又は第7図に示す
ものが採用可能である。
As the breaking device 16, one shown in FIG. 6 or 7 can be adopted.

第6図に示す破断装置16は相対向して若干上
下にずらしてブラケツト17,17が突設され、
該ブラケツト17,17に、垂直方向の円筒状の
挿通孔を有する支持板18,18が固定され、該
支持板18,18の挿通孔に中間がくびれた鋼製
破断棒19が挿通されて固定されている。
The breaking device 16 shown in FIG. 6 has brackets 17, 17 protruding from each other and slightly shifted up and down.
Support plates 18, 18 having vertical cylindrical insertion holes are fixed to the brackets 17, 17, and a steel breakable rod 19 having a constricted middle is inserted into the insertion holes of the support plates 18, 18 and fixed. has been done.

第7図に示す破断装置16は相対向してブラケ
ツト20,20が突設され、一方のブラケツト2
0には先端に円筒状の挿通孔を有するコ字状の支
持板21が固定され、該挿通孔に中間がくびれた
鋼製破断棒22が挿通されている。23は鋼製破
断棒22に穿設された長孔に挿通された高さ調整
ボルトである。また他方のブラケツト20には鋼
製破断棒22と直交するシア伝達板24が固定さ
れており、鋼製破断棒22のくびれ部分に近接せ
しられている。
The breaking device 16 shown in FIG.
0 is fixed to a U-shaped support plate 21 having a cylindrical insertion hole at its tip, and a steel breakable rod 22 having a constricted middle is inserted into the insertion hole. 23 is a height adjustment bolt inserted into a long hole drilled in the steel breaking rod 22. Further, a shear transmission plate 24 is fixed to the other bracket 20 and is perpendicular to the steel breaking rod 22, and is placed close to the constriction of the steel breaking rod 22.

第3図に示す他の実施例は、原子炉格納容器1
外周のシエル壁3と燃料プール6とドライヤーセ
パレータプール7が一体に形成された場合であ
り、燃料プール6とドライヤーセパレータプール
7側面にブラケツト25を突設し、建屋2とブラ
ケツト25間に免震装置8が介在せしめられてい
る。
Another embodiment shown in FIG.
This is a case where the outer shell wall 3, the fuel pool 6, and the dryer separator pool 7 are formed integrally, and a bracket 25 is provided protruding from the side of the fuel pool 6 and the dryer separator pool 7, and a seismic isolation structure is provided between the building 2 and the bracket 25. A device 8 is interposed.

以上のような免震構造にあつては、地震によつ
て大きなせん断力が生じたとき、破断装置16の
鋼製破断棒19,22のくびれた部分が破断す
る。この状態で原子炉格納容器1は水平方向に自
由となり、水平方向の剛性が小さい積層ゴム10
によつて共振を免れることとなる。積層ゴム10
が破損した場合でも、コイルばね15によつて荷
重を支えることが可能である。
In the seismic isolation structure as described above, when a large shear force is generated due to an earthquake, the constricted portions of the steel breaking rods 19 and 22 of the breaking device 16 break. In this state, the reactor containment vessel 1 becomes free in the horizontal direction, and the laminated rubber 10 with low horizontal rigidity
This avoids resonance. Laminated rubber 10
Even if the coil spring 15 is damaged, the load can be supported by the coil spring 15.

次に第8図及び第9図に示す他の発明について
説明する。
Next, other inventions shown in FIGS. 8 and 9 will be explained.

第8図及び第9図に示す発明は建屋2と建屋2
を支持する支持構造物26間を縁切りしたもので
ある。
The inventions shown in FIGS. 8 and 9 are Building 2 and Building 2.
The edges are cut between the support structures 26 that support the.

従来の建屋2は地盤と連続し、支持構造物26
と一体になつており、建屋全体が地震と共振して
いたが、この発明は地盤と連続する支持構造物2
6と建屋2を縁切りして共振を減少せしめるもの
である。
The conventional building 2 is continuous with the ground and has a support structure 26.
The entire building resonated with the earthquake, but this invention was developed by using a supporting structure 2 that is continuous with the ground.
6 and the building 2 to reduce resonance.

支持構造物26は方形状に若干地表より掘下げ
て構築し、中央は方形に掘下げられている。建屋
2は該支持構造物26に対応して、中央が下方に
突出するように構築されている。
The support structure 26 is constructed in a rectangular shape by being dug down slightly from the ground surface, and the center is dug down in a square shape. The building 2 is constructed so that the center thereof protrudes downward in correspondence with the support structure 26.

この支持構造物26と建屋2間に既述の免震装
置8が介在せしめられ、また支持構造物26側面
と建屋2側面間に破断装置16が介在せしめられ
ている。
The aforementioned seismic isolation device 8 is interposed between the support structure 26 and the building 2, and a breaking device 16 is interposed between the side surface of the support structure 26 and the two side surfaces of the building.

発明の効果 この発明は以上の如く、原子炉格納容器と建
屋、或いは建屋と支持構造物間を縁切りし、免震
装置及び破断装置を介在せしめたため、地震との
共振を小さくし、主蒸気配管等の原子炉機器を従
来に比して堅牢にする必要がなく、コストダウン
を計ることが可能となる。
Effects of the Invention As described above, this invention separates the reactor containment vessel and the building, or the building and the support structure, and interposes a seismic isolation device and a rupture device, thereby reducing the resonance caused by earthquakes and reducing the main steam piping. There is no need to make nuclear reactor equipment more robust than before, making it possible to reduce costs.

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

第1図は従来の原子炉及び建屋の縦断面図、第
2図及び第3図はこの出願にかかる発明の一実施
例の縦断面図、第4図は免震装置の縦断面図、第
5図は平面図、第6図及び第7図は破断装置の側
面図、第8図はこの出願にかかる他の発明の一実
施例の縦断面図、第9図は支持構造物の平面図で
ある。 1……原子炉格納容器、2……建屋、3……シ
エル壁、4……基礎、5……基礎、6……燃料プ
ール、7……ドライヤーセパレータプール、8…
…免震装置、9……高さ調整架台、10……積層
ゴム、16……破断装置、19,22……鋼製破
断棒、26……支持構造物。
FIG. 1 is a longitudinal sectional view of a conventional nuclear reactor and building, FIGS. 2 and 3 are longitudinal sectional views of an embodiment of the invention according to this application, and FIG. 4 is a longitudinal sectional view of a seismic isolation device. 5 is a plan view, FIGS. 6 and 7 are side views of the breaking device, FIG. 8 is a longitudinal sectional view of another embodiment of the invention according to this application, and FIG. 9 is a plan view of the support structure. It is. 1... Reactor containment vessel, 2... Building, 3... Shell wall, 4... Foundation, 5... Foundation, 6... Fuel pool, 7... Dryer separator pool, 8...
... Seismic isolation device, 9 ... Height adjustment frame, 10 ... Laminated rubber, 16 ... Breaking device, 19, 22 ... Steel breaking rod, 26 ... Support structure.

Claims (1)

【特許請求の範囲】 1 原子炉格納容器と建屋を縁切りし、該原子炉
格納容器と建屋間には上下に免震装置を配置し、
破断装置によつて原子炉格納容器側面と建屋側面
を連結した原子炉の免震構造であつて、前記免震
装置はゴムシートと鉄板とを重ね合わせた複数の
積層ゴムを原子炉格納容器と建屋間に介在させ、
かつ積層ゴムをそれぞれ原子炉格納容器と建屋と
に固定すると共に、ばね上に摩擦材を載置した複
数の部材を原子炉格納容器と建屋間に介在させて
なり、前記破断装置は原子炉格納容器と建屋とに
それぞれ固定されたブラケツトに中間がくびれた
鋼製破断棒を介在させ原子炉格納容器と建屋とを
連結してあることを特徴とする原子炉の免震構
造。 2 建屋と支持構造物を縁切りし、該建屋と支持
構造物間には上下に免震装置を配置し、破断装置
によつて建屋と支持構造物を連結した原子炉の免
震構造であつて、前記免震装置はゴムシートと鉄
板とを重ね合わせた複数の積層ゴムを前記支持構
造物と建屋間に介在させ、かつ積層ゴムをそれぞ
れ支持構造物と建屋とに固定すると共に、ばね上
に摩擦材を載置した複数の部材を支持構造物と建
屋間に介在させてなり、前記破断装置は支持構造
物と建屋とにそれぞれ固定されたブラケツトに中
間がくびれた鋼製破断棒を介在させ支持構造物と
建屋とを連結してあることを特徴とする原子炉の
免震構造。
[Claims] 1. The reactor containment vessel and the building are separated, and seismic isolation devices are arranged above and below between the reactor containment vessel and the building,
This is a seismic isolation structure for a nuclear reactor that connects the side of the reactor containment vessel and the side of the building using a rupture device. Interposed between buildings,
The laminated rubber is fixed to the reactor containment vessel and the building, respectively, and a plurality of members each having a friction material placed on a spring are interposed between the reactor containment vessel and the building, and the rupture device is fixed to the reactor containment vessel and the building. A seismic isolation structure for a nuclear reactor, characterized in that a reactor containment vessel and a building are connected by interposing a steel breaking rod with a constricted middle between brackets fixed to the vessel and the building, respectively. 2. A seismic isolation structure for a nuclear reactor in which the building and support structure are separated, seismic isolation devices are placed above and below between the building and the support structure, and the building and support structure are connected by a breaking device. , the seismic isolation device has a plurality of laminated rubbers made of overlapping rubber sheets and iron plates interposed between the support structure and the building, and the laminated rubbers are fixed to the support structure and the building, respectively, and are mounted on springs. A plurality of members carrying friction materials are interposed between the support structure and the building, and the breaking device has a steel breaking rod with a constricted middle interposed between brackets fixed to the support structure and the building, respectively. A seismic isolation structure for a nuclear reactor characterized by connecting a support structure and a building.
JP59026760A 1984-02-15 1984-02-15 Earthquakeproof structure of nuclear reactor Granted JPS60170791A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59026760A JPS60170791A (en) 1984-02-15 1984-02-15 Earthquakeproof structure of nuclear reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59026760A JPS60170791A (en) 1984-02-15 1984-02-15 Earthquakeproof structure of nuclear reactor

Publications (2)

Publication Number Publication Date
JPS60170791A JPS60170791A (en) 1985-09-04
JPH0114558B2 true JPH0114558B2 (en) 1989-03-13

Family

ID=12202235

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59026760A Granted JPS60170791A (en) 1984-02-15 1984-02-15 Earthquakeproof structure of nuclear reactor

Country Status (1)

Country Link
JP (1) JPS60170791A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS547507U (en) * 1977-06-20 1979-01-18

Also Published As

Publication number Publication date
JPS60170791A (en) 1985-09-04

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