JPS6251437B2 - - Google Patents

Info

Publication number
JPS6251437B2
JPS6251437B2 JP55185362A JP18536280A JPS6251437B2 JP S6251437 B2 JPS6251437 B2 JP S6251437B2 JP 55185362 A JP55185362 A JP 55185362A JP 18536280 A JP18536280 A JP 18536280A JP S6251437 B2 JPS6251437 B2 JP S6251437B2
Authority
JP
Japan
Prior art keywords
sole plate
pressure vessel
intermediate sole
bolt
plug
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
JP55185362A
Other languages
Japanese (ja)
Other versions
JPS57111500A (en
Inventor
Takashi Inoe
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.)
Fuji Electric Co Ltd
Original Assignee
Fuji Electric Co Ltd
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 Fuji Electric Co Ltd filed Critical Fuji Electric Co Ltd
Priority to JP55185362A priority Critical patent/JPS57111500A/en
Publication of JPS57111500A publication Critical patent/JPS57111500A/en
Publication of JPS6251437B2 publication Critical patent/JPS6251437B2/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

  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 この発明は原子炉設備における炉容器あるいは
使用済燃料貯蔵槽など、液体金属ナトリウムな
ど、液体金属ナトリウムなどの冷却材とともに炉
心構成要素を収容した圧力容器の支持構造の改良
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention is an improvement in the support structure of a pressure vessel, such as a reactor vessel or a spent fuel storage tank, in nuclear reactor equipment, which houses reactor core components together with a coolant such as liquid metal sodium. Regarding.

この種の圧力容器の支持構造は、圧力容器の自
重、冷却材および燃料集合体を含む炉心構成要素
などの重量物の荷重を支えるものであり、耐震
性、運転に伴う熱的応力に対して十分な安全性と
信頼性が要求される。
This type of pressure vessel support structure supports the pressure vessel's own weight and the load of heavy objects such as core components including coolant and fuel assemblies, and is designed to withstand earthquake resistance and thermal stress associated with operation. Sufficient safety and reliability are required.

一方、従来実施されている圧力容器の支持構造
は第1図に示すごとくである。図において、1は
炉心構成要素2および冷却材3を収容した圧力容
器で、その上部にはしやへいペラグ4を備えてお
り、しやへいプラグ4の貫通孔を通じて燃料取扱
機により炉心構成要素である燃料集合体の出し入
れが行われる。また圧力容器1はフランジ部5を
有し、次記のようにコンクリート基礎のペデスタ
ル6の基礎面上に固定支持される。すなわちその
支持構造は基礎ボルト7でペデスタル6に据付け
固定したソールプレート8を備え、このソールプ
レート8の上にフランジ部5を載置して圧力容器
1の全荷重を支え、かつ容器固定ボルト9でソー
ルプレート8とフランジ部5を強固に一体結合し
ている。更にしやへいプラグ4はフランジ部5よ
りも外周側で支持用スペーサ10を介してソール
プレート8に担持され、プラグ固定ボルト11で
ソールプレート8に固定している。
On the other hand, a conventional support structure for a pressure vessel is as shown in FIG. In the figure, reference numeral 1 denotes a pressure vessel containing core components 2 and coolant 3, and is equipped with a shield peg 4 on the top of the pressure vessel. Fuel assemblies are taken in and out. The pressure vessel 1 also has a flange portion 5, and is fixedly supported on the foundation surface of a pedestal 6 made of concrete foundation as described below. That is, the support structure includes a sole plate 8 installed and fixed to the pedestal 6 with foundation bolts 7, and a flange portion 5 is placed on this sole plate 8 to support the entire load of the pressure vessel 1. The sole plate 8 and the flange portion 5 are firmly and integrally connected. Furthermore, the stiffening plug 4 is supported on the sole plate 8 via a supporting spacer 10 on the outer peripheral side of the flange portion 5, and is fixed to the sole plate 8 with a plug fixing bolt 11.

ところで上記の構成で、圧力容器1、しやへい
プラグ4はステンレス鋼製であるのに対し、ソー
ルプレート8は通常の構築物用の鉄が使われてい
て、両者の熱膨張率が異なる。このために運転時
には温度上昇に伴う熱膨張差が生じ、この熱膨張
差に基因して圧力容器1のフランジ部5の付け
根、またはボルト9に過大な熱的応力が加わつて
フランジ部5またはボルト9を破損に至たらしめ
る恐れがある。また地震発生時にはボルト5に作
用する水平荷重が過大となり、このままではボル
ト5が強度的に耐えられなくなる危険がある。更
に加えて、圧力容器1としやへいプラグ4は個別
にボルト9,11を介してソールプレート8に固
定されているために、前記の熱膨張、地震などに
より水平方向変位、回転方向変位が独立的に生
じ、燃料取扱中の燃料に不当な荷重が作用して燃
料破損の恐れもある。
By the way, in the above configuration, the pressure vessel 1 and the shield plug 4 are made of stainless steel, whereas the sole plate 8 is made of iron for ordinary construction, and the coefficients of thermal expansion of the two are different. For this reason, during operation, a difference in thermal expansion occurs as the temperature rises, and due to this difference in thermal expansion, excessive thermal stress is applied to the base of the flange portion 5 or the bolt 9 of the pressure vessel 1. 9 may be damaged. Further, when an earthquake occurs, the horizontal load acting on the bolt 5 becomes excessive, and if this continues, there is a risk that the bolt 5 will not be able to withstand the strength. In addition, since the pressure vessel 1 and the shielding plug 4 are individually fixed to the sole plate 8 via bolts 9 and 11, horizontal displacement and rotational displacement due to thermal expansion, earthquakes, etc. described above are independent. There is also a risk of fuel damage due to an unreasonable load being applied to the fuel while it is being handled.

本発明は上記の点にかんがみ、従来の欠点を除
去し熱的応力、地震などに対してより高い信頼性
の得られる圧力容器の支持構造を提供することを
目的としてなされたものである。
In view of the above points, the present invention has been made with the object of eliminating the conventional drawbacks and providing a support structure for a pressure vessel that has higher reliability against thermal stress, earthquakes, etc.

以下本発明を図示実施例に基づき詳述する。 The present invention will be described in detail below based on illustrated embodiments.

第2図および第3図において、本発明では第1
図の従来構造と較べて新たに中間ソールプレート
12およびラジアルキー13が追加されている。
中間ソールプレート12はソールプレート8の上
に載置し、下方よりペデスタル6、ソールプレー
ト8を貫通してねじ込まれた固定ボルト14でソ
ールプレート8へしつかりと固定されている。ま
たラジアルキー13は中間ソールプレート12の
上面に形成したキー溝15に沿つて滑動し得るも
ので、圧力容器1はそのフランジ部5の下面にラ
ジアルキー13を結合し、このラジアルキー13
を介して中間ソールプレート12へ荷重を支えて
いる。そして下方より中間ソールプレート12,
ラジアルキー13を貫通してフランジ部5にねじ
込まれた容器固定ボルト9で三者が一体に固定さ
れている。しかも特に中間ソールプレート12に
はラジアル方向でボルト9の径寸法よりも径大な
ボルト孔16がせん孔されていて、このポルト孔
16をボルト9がルーズに貫通している。また上
部しやへいプラグ4はプラグ固定ボルト11を介
してフランジ部5に直接固定されている。この場
合にプラグ固定ボルト11の位置は容器固定ボル
ト9との干渉を避けるために互にずらした位置、
例えば円周上でボルト9のピツチの中間に定める
のがよい。また容器固定ボルト9は熱膨張差など
による水平方向の変位を吸収してボルト9へ過大
な集中荷重が加わらぬようにできるだけ長い寸法
に選ぶのがよく、このボルト寸法を基にして中間
ソールプレート12の厚さ寸法が決定される。
In FIGS. 2 and 3, in the present invention, the first
Compared to the conventional structure shown in the figure, an intermediate sole plate 12 and a radial key 13 are newly added.
The intermediate sole plate 12 is placed on the sole plate 8, and is firmly fixed to the sole plate 8 by a fixing bolt 14 screwed through the pedestal 6 and the sole plate 8 from below. Further, the radial key 13 can slide along a key groove 15 formed on the upper surface of the intermediate sole plate 12, and the radial key 13 is coupled to the lower surface of the flange portion 5 of the pressure vessel 1.
The load is supported to the intermediate sole plate 12 via the intermediate sole plate 12. And from below, the intermediate sole plate 12,
The three parts are fixed together by a container fixing bolt 9 that passes through the radial key 13 and is screwed into the flange portion 5. Moreover, in particular, a bolt hole 16 having a diameter larger than that of the bolt 9 in the radial direction is bored in the intermediate sole plate 12, and the bolt 9 passes loosely through this port hole 16. Further, the upper shield plug 4 is directly fixed to the flange portion 5 via a plug fixing bolt 11. In this case, the positions of the plug fixing bolts 11 are shifted from each other to avoid interference with the container fixing bolts 9,
For example, it is preferable to set it in the middle of the pitch of the bolt 9 on the circumference. In addition, the container fixing bolts 9 should be selected to be as long as possible so as to absorb horizontal displacement due to differences in thermal expansion and prevent excessive concentrated loads from being applied to the bolts 9. Based on this bolt dimension, the intermediate sole plate Twelve thickness dimensions are determined.

さて上記の支持構造により、熱膨張差による熱
応力あるいは地震時の水平荷重が加わつた際に
は、圧力容器1はラジアルキー13を介して中間
ソールプレート12の上を移動し得るし、かつ容
器固定ボルト9はルーズにはまり込んだ径大なボ
ルト孔16内でボルト頭を支点として片持梁式に
たわむことが可能であることから、フランジ部5
の付け根あるいはボルト9に過大な荷重を加える
ことなしに水平方向荷重を安全に吸収することが
できる。しかもソールプレート8と圧力容器1と
の間に中間ソールプレート12を介在して個別に
ボルト9,14で固定するようにしたので、各ボ
ルト9,14に加わる荷重も分散されてそれだけ
安全性が高まるし、更に加えてしやへいプラグ4
を圧力容器1と一体的に結合したので、従来のよ
うに両者間に相対的な変位の生じる恐れはなく、
容器1とプラグ4との間に介挿したシール機構、
および取扱中のの燃料などに不当な荷重が加わる
のを避けることができる。
Now, with the support structure described above, when thermal stress due to thermal expansion difference or horizontal load during an earthquake is applied, the pressure vessel 1 can move on the intermediate sole plate 12 via the radial key 13, and the pressure vessel 1 can move on the intermediate sole plate 12 via the radial key 13. The fixing bolt 9 can be bent in a cantilever manner using the bolt head as a fulcrum within the large-diameter bolt hole 16 into which the fixing bolt 9 is loosely fitted.
The horizontal load can be safely absorbed without applying an excessive load to the base of the bolt 9 or the bolt 9. Furthermore, since the intermediate sole plate 12 is interposed between the sole plate 8 and the pressure vessel 1 and the sole plate 12 is fixed individually with bolts 9 and 14, the load applied to each bolt 9 and 14 is distributed, which increases safety accordingly. It increases, and in addition, it is hard plug 4
Since it is integrally connected to the pressure vessel 1, there is no risk of relative displacement between the two as in the conventional case.
a sealing mechanism inserted between the container 1 and the plug 4;
Also, it is possible to avoid applying an unreasonable load to the fuel being handled.

かくして本発明により、熱膨張差に基因する熱
応力が安全に吸収でき、かつ耐震性にも優れた効
果を発揮する信頼性の高い圧力容器の支持構造を
提供することができる。
Thus, according to the present invention, it is possible to provide a highly reliable support structure for a pressure vessel that can safely absorb thermal stress caused by a difference in thermal expansion and exhibits excellent earthquake resistance.

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

第1図は従来における圧力容器の支持構造を示
す構成断面図、第2図は本発明実施例の構成断面
図、第3図は第2図における要部の拡大図であ
る。 1:圧力容器、4:しやへいプラグ、5:フラ
ンジ部、6:基礎のペデスタル、8:ソールプレ
ート、9:容器固定ボルト、11:プラグ固定ボ
ルト、12:中間ソールプレート、13:ラジア
ルキー、14:中間ソールプレートの固定ボル
ト、16:中間ソールプレートにせん孔した容器
固定ボルト用のボルト孔。
FIG. 1 is a sectional view of a conventional pressure vessel support structure, FIG. 2 is a sectional view of an embodiment of the present invention, and FIG. 3 is an enlarged view of the main parts of FIG. 2. 1: Pressure vessel, 4: Shrink plug, 5: Flange, 6: Foundation pedestal, 8: Sole plate, 9: Vessel fixing bolt, 11: Plug fixing bolt, 12: Intermediate sole plate, 13: Radial key , 14: Fixing bolt of intermediate sole plate, 16: Bolt hole for container fixing bolt drilled in intermediate sole plate.

Claims (1)

【特許請求の範囲】[Claims] 1 基礎面に据付けたソールプレート、ソールプ
レートの上に載置してボルトで固定支持された中
間ソールプレート、および中間ソールプレートと
圧力容器のフランジ部との間に介挿したラジアル
キーを備え、ラジアルキーを介して中間ソールプ
レートに荷重を支えた圧力容器を中間ソールプレ
ートにせん孔した径大なボルト孔を貫通して取付
けた容器固定ボルトでラジアルキーとともに中間
ソールプレートへ固定するとともに、プラグ固定
ボルトを介して圧力容器の上部しやへいプラグを
圧力容器のフランジ部へ一体に結合したことを特
徴とする原子炉設備における圧力容器の支持構
造。
1.Equipped with a sole plate installed on the foundation surface, an intermediate sole plate placed on the sole plate and fixedly supported with bolts, and a radial key inserted between the intermediate sole plate and the flange of the pressure vessel, The pressure vessel, which supports the load on the intermediate sole plate via the radial key, is fixed to the intermediate sole plate along with the radial key using a container fixing bolt that is installed through a large diameter bolt hole drilled in the intermediate sole plate, and the plug is also fixed. A support structure for a pressure vessel in nuclear reactor equipment, characterized in that an upper shield plug of the pressure vessel is integrally connected to a flange portion of the pressure vessel via bolts.
JP55185362A 1980-12-29 1980-12-29 Pressure vessel supporting structure in reactor Granted JPS57111500A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55185362A JPS57111500A (en) 1980-12-29 1980-12-29 Pressure vessel supporting structure in reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55185362A JPS57111500A (en) 1980-12-29 1980-12-29 Pressure vessel supporting structure in reactor

Publications (2)

Publication Number Publication Date
JPS57111500A JPS57111500A (en) 1982-07-10
JPS6251437B2 true JPS6251437B2 (en) 1987-10-29

Family

ID=16169463

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55185362A Granted JPS57111500A (en) 1980-12-29 1980-12-29 Pressure vessel supporting structure in reactor

Country Status (1)

Country Link
JP (1) JPS57111500A (en)

Also Published As

Publication number Publication date
JPS57111500A (en) 1982-07-10

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