JPS5975188A - Reactor pressure vessel supporting device - Google Patents

Reactor pressure vessel supporting device

Info

Publication number
JPS5975188A
JPS5975188A JP57184487A JP18448782A JPS5975188A JP S5975188 A JPS5975188 A JP S5975188A JP 57184487 A JP57184487 A JP 57184487A JP 18448782 A JP18448782 A JP 18448782A JP S5975188 A JPS5975188 A JP S5975188A
Authority
JP
Japan
Prior art keywords
pressure vessel
reactor pressure
reactor
bearing
support device
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
JP57184487A
Other languages
Japanese (ja)
Inventor
敏明 林
篤 森田
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 JP57184487A priority Critical patent/JPS5975188A/en
Publication of JPS5975188A publication Critical patent/JPS5975188A/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

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、原子力発電所の原子炉圧力容器を、水平方向
には耐震支持し、縦長の原子炉圧力容器の熱膨張による
鉛直方向の変位を許容するようにした原子炉圧力容器の
支持装置に関する。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention provides seismic support for a reactor pressure vessel of a nuclear power plant in the horizontal direction, and prevents displacement in the vertical direction due to thermal expansion of the vertically elongated reactor pressure vessel. The present invention relates to a support device for a nuclear reactor pressure vessel.

原子炉圧力容器は、内部に核燃料を内蔵した炉心部を収
容する容器で、第1図に符号1で示すように、原子炉格
納容器2内のペデスタル3上に円筒を縦に立てた形で設
置される。原子炉格納容器2はコンクリート壁からなる
生体遮蔽壁4で覆われ1原子炉建屋基礎床5上に設置さ
れる。また、原子炉圧力容器の周りは原子炉遮蔽壁6が
上部まで覆設され、その上端のトッププレート7が原子
炉格納容器2の内面と連結し、剛性を保持するようにな
っている。
The reactor pressure vessel is a vessel that houses the reactor core containing nuclear fuel inside, and as shown by reference numeral 1 in Figure 1, it has the shape of a vertical cylinder placed on a pedestal 3 inside the reactor containment vessel 2. will be installed. The reactor containment vessel 2 is covered with a biological shielding wall 4 made of a concrete wall and is installed on the foundation floor 5 of one reactor building. Further, a reactor shielding wall 6 is placed around the reactor pressure vessel up to the top, and a top plate 7 at the upper end thereof is connected to the inner surface of the reactor containment vessel 2 to maintain rigidity.

こうした構成をとる原子炉圧力容器1に対し、耐震支持
装置として、従来は第2図および第3図に示すような原
子炉圧力容器スタビライザ8が用いられた。すなわち、
原子炉圧力容器スタビライザ8は、原子炉遮蔽壁6のト
ッププレート7上にあるスタビライザソールプレート9
にガセット10が溶接され、このガセット10が原子炉
圧力容器1外表に突設したスタビライザブラケツ)11
を挾んで皿ばね12により締めつけ、地震時に原子炉圧
力容器1の水平振動を抑制するものである。この原子炉
圧力容器スタビライザ8は原子炉圧力容器1の周りを等
間隔に配分して複数個を備え、あらゆる方向の地震に耐
処する。
Conventionally, a reactor pressure vessel stabilizer 8 as shown in FIGS. 2 and 3 has been used as an earthquake-resistant support device for the reactor pressure vessel 1 having such a configuration. That is,
The reactor pressure vessel stabilizer 8 includes a stabilizer sole plate 9 on the top plate 7 of the reactor shielding wall 6.
A stabilizer bracket (11) to which a gusset 10 is welded, and this gusset 10 protrudes from the outer surface of the reactor pressure vessel 1
is clamped and tightened by a disc spring 12 to suppress horizontal vibration of the reactor pressure vessel 1 during an earthquake. The reactor pressure vessel stabilizer 8 is provided with a plurality of stabilizers distributed at equal intervals around the reactor pressure vessel 1, and is resistant to earthquakes in all directions.

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

原子炉圧力容器1はその機能上高熱になるので熱膨張が
生じ、特に縦長の円筒状形状から鉛直方向の変位量は大
きく表われる。前記原子炉圧力容器スタビライザ8には
、この鉛直方向の変位を拘束しないよう予めガセット1
0に変位量相当分の鉛直方向ス被−スを設けである。し
かし、原子炉圧力容器スタビライザ8はスタビライザブ
ラケット11を水平方向に強く締付けているので、鉛直
方向の熱膨張はこの締め付は面で拘束を受け、どこかに
無用の応力が発生する結果となっている。これは局部的
集中応力あるいは繰返し応力として作用すると、部材の
劣化、破損につながる恐れがある。
Because the reactor pressure vessel 1 is functionally heated to a high temperature, thermal expansion occurs, and the amount of displacement in the vertical direction is particularly large due to its elongated cylindrical shape. The reactor pressure vessel stabilizer 8 is provided with a gusset 1 in advance so as not to restrict displacement in the vertical direction.
0, a vertical space corresponding to the amount of displacement is provided. However, since the stabilizer bracket 11 of the reactor pressure vessel stabilizer 8 is strongly tightened in the horizontal direction, thermal expansion in the vertical direction is constrained by this tightening surface, resulting in the generation of unnecessary stress somewhere. ing. If this acts as locally concentrated stress or repeated stress, it may lead to deterioration or damage to the member.

〔発明の目的〕[Purpose of the invention]

本発明は上述した点を考慮し、原子炉圧力容器の縦方向
の熱膨張を拘束することなく、地震による水平方向の振
れを抑制し、無用彦応力の発生を防止することができる
ようにした原子炉圧力容器の支持装置を提供することを
目的とする。
The present invention takes the above-mentioned points into consideration, and makes it possible to suppress horizontal vibrations caused by earthquakes and prevent the generation of unnecessary stress without restricting the vertical thermal expansion of the reactor pressure vessel. The purpose is to provide a support device for a nuclear reactor pressure vessel.

〔発明の概要〕[Summary of the invention]

上記目的を達成するため、本発明は、金属板と硬質ゴム
を交互に積層したラノ々−ベアリングが、その積層方向
の圧縮に対しては大きな荷重を負担でき、積層と平行な
せん断方向の剛性が極めて低い特性を持つことに着目し
、原子炉圧力容器の外面と、その周りを覆っている原子
炉遮蔽壁との間に、複数個のラノ々−ベアリングをその
積層方向を圧力容器の直径方向に合わせて配置介装した
原子炉圧力容器支持装置を提供するものである。
In order to achieve the above object, the present invention provides a laminar bearing in which metal plates and hard rubber are alternately laminated. Focusing on the fact that the reactor pressure vessel has an extremely low characteristic, multiple lance bearings are installed between the outer surface of the reactor pressure vessel and the reactor shielding wall surrounding it, with the direction of stacking parallel to the diameter of the pressure vessel. The present invention provides a reactor pressure vessel support device that is arranged and interposed in accordance with the direction.

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

本発明の実施例について第4図以下において説明する。 Embodiments of the present invention will be described with reference to FIG. 4 and subsequent figures.

原子炉圧力容器およびその周辺の構成は第1図と変らな
いので、各部同一の符号を付し、説明を省略する。
Since the structure of the reactor pressure vessel and its surroundings is the same as in FIG. 1, each part is given the same reference numeral and a description thereof will be omitted.

本発明に用いられるラノ々−ベアリング13は、金属板
14と硬質ゴム15とを交互に積層し、その−側をラノ
々−ベアリングソールプレート16上に溶着して構成さ
れる。原子炉圧力容器1外表と原子炉遮蔽壁6との間に
は隙間17があり、その隙間17内において、原子炉遮
蔽壁6内面−ヒ部に台座18を突設し、この上にう/々
−ベアリングソールプレート16を締着する。う・々−
ベアリング13はその積層構造の方向が原子炉圧力容器
1の直径方向外方に向き、先端面1.3 aが原子炉圧
力容器1の外表に僅かの隙間を設けて対向する。原子炉
圧力容器1は円筒形であることから、先端面13aは、
第6図に示すように、周方向に湾曲し、全面に僅かガ隙
間が分布するようにする。この隙間は原子炉圧力容器1
の熱膨張によって埋まる。このようにしたラノ々−ベア
リング13を複数個、原子炉圧力容器1の円周方向に等
間隔をおいて配置し、原子炉圧力容器1の耐震支持装置
として構成される。
The latitude bearing 13 used in the present invention is constructed by alternately laminating metal plates 14 and hard rubber 15, and welding the negative side onto the latitude bearing sole plate 16. There is a gap 17 between the outer surface of the reactor pressure vessel 1 and the reactor shielding wall 6, and within the gap 17, a pedestal 18 is provided protruding from the inner surface of the reactor shielding wall 6, and a pedestal 18 is mounted on the pedestal 18. - Tighten the bearing sole plate 16. U-U-
The direction of the laminated structure of the bearing 13 faces outward in the diametrical direction of the reactor pressure vessel 1, and the tip surface 1.3a faces the outer surface of the reactor pressure vessel 1 with a slight gap therebetween. Since the reactor pressure vessel 1 is cylindrical, the tip surface 13a is
As shown in FIG. 6, it is curved in the circumferential direction so that slight gaps are distributed over the entire surface. This gap is the reactor pressure vessel 1
filled by thermal expansion. A plurality of such lance bearings 13 are arranged at equal intervals in the circumferential direction of the reactor pressure vessel 1, and are configured as an earthquake-resistant support device for the reactor pressure vessel 1.

次に作用を述べる。Next, we will discuss the effect.

ラノ々−ベアリング13は、積層方向に対しては大きな
圧縮荷重を負担でき、その直方向のせん新開性は極めて
低いという特性があり、設計によっては圧縮方向ばね定
数をせん断方向ばね定数の1000倍程度に設定するこ
とができる。地震による原子炉圧力容器1の水平方向の
振れは、ラノ々−ベアリング13の大きな圧縮ばね定数
によってこれを抑制し、耐震支持としての性能を充分に
発揮する。
The Lano Bearing 13 has the characteristic that it can bear a large compressive load in the stacking direction, but has extremely low shear patency in the normal direction, and depending on the design, the spring constant in the compression direction is 1000 times the spring constant in the shear direction. It can be set to a certain degree. Horizontal vibrations of the reactor pressure vessel 1 due to an earthquake are suppressed by the large compression spring constant of the latitude bearing 13, thereby fully demonstrating its performance as an earthquake-resistant support.

一方原子炉圧力容器1の熱膨張による縦方向の伸びは上
端部において集積された相当量の変位としてラノ々−ベ
アリング13に作用するが、上記のようにラノ々−ペア
リ/グ13はせん断方向のばね定数が極めて低いことか
ら、容易にその変位に追随し、原子炉圧力容器の縦方向
熱膨張に拘束を与えない。
On the other hand, the longitudinal elongation due to thermal expansion of the reactor pressure vessel 1 acts on the laminar bearing 13 as a considerable amount of displacement accumulated at the upper end, but as described above, the laminar pair 13 acts in the shear direction. Since its spring constant is extremely low, it easily follows its displacement and does not constrain the longitudinal thermal expansion of the reactor pressure vessel.

第7図は本発明の他の実施例を示す。ラノ々−ベアリン
グ13の両側に摩擦ダンパの機能を持つ周方向に剛なス
ライド枠加を組合わせる。スライド枠加は原子炉遮蔽壁
6に固設した基枠21に上下スライド自在に嵌合され、
スプリング22によって内方へ押圧されて、前面の摩擦
板おを原子炉圧力容器1に圧接する。
FIG. 7 shows another embodiment of the invention. A slide frame that is rigid in the circumferential direction and has a friction damper function is combined on both sides of the rough bearing 13. The slide frame is fitted into a base frame 21 fixed to the reactor shielding wall 6 so as to be able to slide up and down.
It is pressed inward by the spring 22 to press the front friction plate against the reactor pressure vessel 1.

以上のように構成することによって、ラノ々−ベアリン
グ】3は地震時に受ける原子炉圧力容器1の圧縮方向の
振れをその高い圧縮ばね定数によって抑制する。スライ
r枠顆のスプリング22もその一部を補佐する。原子炉
圧力容器1の捻れ振動あるいは第8図に示すような正面
からずれた圧縮荷重振力がその抑制に機能する。原子炉
圧力容器1の熱膨張による長手方向の変位に対しては、
う・々−ベアリング13、スライド枠乙共に拘束しない
With the above-described structure, the latitude bearing 3 suppresses the vibration of the reactor pressure vessel 1 in the compression direction during an earthquake by its high compression spring constant. The spring 22 of the slide r-frame condyle also assists in part. Torsional vibration of the reactor pressure vessel 1 or compressive load vibration deviated from the front as shown in FIG. 8 functions to suppress it. For longitudinal displacement due to thermal expansion of the reactor pressure vessel 1,
U-N - Bearing 13 and slide frame B should not be restrained.

〔発明の効果〕〔Effect of the invention〕

以上に説明した通り本発明に係る原子炉圧力容器支持装
置においては、原子炉圧力容器と原子炉遮蔽壁との間に
、圧縮方向に剛性が高く、せん断方向に剛性の低いラノ
々−ベアリングを介装してその特性を利用したから、原
子炉圧力容器の水平方向の振れを抑制して耐震支持がで
き、縦方向には殆んど自由に変位を許して熱膨張を拘束
することがなく、従って熱膨張による無用な応力の発生
がなく、原子炉圧力容器およびその周辺部材の安全性を
高くする。またラノ々−ベアリングそのものを利用して
いるため装置を簡素化してコストの低減を図ることがで
き、耐震支持としての機能および経済性を共に向上する
効果がある。
As explained above, in the reactor pressure vessel support device according to the present invention, a lance bearing having high rigidity in the compression direction and low rigidity in the shear direction is installed between the reactor pressure vessel and the reactor shielding wall. By interposing the reactor pressure vessel and making use of its characteristics, it is possible to suppress the horizontal vibration of the reactor pressure vessel and provide seismic support, while allowing almost free displacement in the vertical direction without restricting thermal expansion. Therefore, unnecessary stress due to thermal expansion is not generated, and the safety of the reactor pressure vessel and its surrounding members is increased. In addition, since the laminar bearing itself is used, the device can be simplified and costs can be reduced, which has the effect of improving both the function as an earthquake-resistant support and the economic efficiency.

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

第1図は原子力発電所要部の概略を示す断面図、第2図
は従来の原子炉圧力容器支持装置を示す平面図、第3図
は同側面図、第4図は本発明に係る原子炉圧力容器支持
装置を備えた原子力発電所要部の断面図、第5図は第4
図のA部の拡大断面図、第6図は第4図B−B矢視に沿
う拡大横断平面図、第7図は本発明の原子炉圧力容器支
持装置の他の実施例を示す要部の横断平面図、第8図は
作用を説明する説明図である。 ■・・・原子炉圧力容器、2・・・原子炉格納容器、6
・・・原子炉遮蔽壁、13・・・ラノ々−ベアリング、
14・・・金属板、15・・・硬質ゴム、17・・・隙
間、冗・・・スライド枠、n・・・摩擦板。 出願人代理人  波 多野   火 弟 2 図 第 3 図 第4 図 弗 /7 図 第 6 図
Fig. 1 is a cross-sectional view schematically showing the main parts of a nuclear power plant, Fig. 2 is a plan view showing a conventional reactor pressure vessel support device, Fig. 3 is a side view of the same, and Fig. 4 is a nuclear reactor according to the present invention. A cross-sectional view of the main parts of a nuclear power plant equipped with a pressure vessel support device, Figure 5 is
FIG. 6 is an enlarged cross-sectional view of part A in the figure, FIG. 6 is an enlarged cross-sectional plan view taken along the arrow B-B in FIG. FIG. 8 is an explanatory diagram illustrating the operation. ■...Reactor pressure vessel, 2...Reactor containment vessel, 6
...Reactor shielding wall, 13...Rano-bearing,
14...Metal plate, 15...Hard rubber, 17...Gap, Red...Slide frame, n...Friction plate. Applicant's agent Hideo Hatano 2 Figure 3 Figure 4 Figure 4 /7 Figure 6

Claims (1)

【特許請求の範囲】 1、原子炉圧力容器の外面と、その周りを覆っている原
子炉遮蔽壁の内面との間に、複数個のラノ々−4アリン
グを周方向に適宜間隔をおいて介装したことを特徴とす
る原子炉圧力容器の支持装置。 2、ラノセーベアリングは金属板と硬質ゴムとを交互に
積層して構成し、その積層方向を原子炉圧力容器の直径
方向に合わせて介装された特許請求の範囲第1項に記載
の原子炉圧力容器の支持装置。
[Claims] 1. Between the outer surface of the reactor pressure vessel and the inner surface of the reactor shielding wall surrounding it, a plurality of lano-4 rings are arranged at appropriate intervals in the circumferential direction. A support device for a nuclear reactor pressure vessel, characterized in that it is interposed. 2. The Lanosse bearing is constructed by alternately laminating metal plates and hard rubber, and is interposed with the lamination direction aligned with the diameter direction of the reactor pressure vessel. Furnace pressure vessel support device.
JP57184487A 1982-10-22 1982-10-22 Reactor pressure vessel supporting device Pending JPS5975188A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57184487A JPS5975188A (en) 1982-10-22 1982-10-22 Reactor pressure vessel supporting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57184487A JPS5975188A (en) 1982-10-22 1982-10-22 Reactor pressure vessel supporting device

Publications (1)

Publication Number Publication Date
JPS5975188A true JPS5975188A (en) 1984-04-27

Family

ID=16154031

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57184487A Pending JPS5975188A (en) 1982-10-22 1982-10-22 Reactor pressure vessel supporting device

Country Status (1)

Country Link
JP (1) JPS5975188A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010037789A (en) * 2008-08-04 2010-02-18 Takenaka Komuten Co Ltd Base-isolated structure, building, and base-isolated building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010037789A (en) * 2008-08-04 2010-02-18 Takenaka Komuten Co Ltd Base-isolated structure, building, and base-isolated building

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