JPH06294888A - Support pedestal for reactor pressure vessel - Google Patents

Support pedestal for reactor pressure vessel

Info

Publication number
JPH06294888A
JPH06294888A JP5082271A JP8227193A JPH06294888A JP H06294888 A JPH06294888 A JP H06294888A JP 5082271 A JP5082271 A JP 5082271A JP 8227193 A JP8227193 A JP 8227193A JP H06294888 A JPH06294888 A JP H06294888A
Authority
JP
Japan
Prior art keywords
support pedestal
pressure vessel
reactor pressure
flanges
reactor
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
JP5082271A
Other languages
Japanese (ja)
Inventor
Mitsuru Ito
満 伊藤
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP5082271A priority Critical patent/JPH06294888A/en
Publication of JPH06294888A publication Critical patent/JPH06294888A/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

PURPOSE:To provide a support pedestal for a reactor pressure vessel can minimize the welding work on the spot to shorten the time for installing and enable the improvement of manufacturing precision. CONSTITUTION:The whole body of a support pedestal 2 for a reactor pressure vessel is a hollow cylinder, and the main body consists of multiplex cylindrical steel plates 6. A vent pipe S is contained between them and the clearance between them is filled with concrete 7. In such a support pedestal 2 for a reactor vessel, multiplex cylindrical steel plates 6consist of three vertically divided blocks 1), 2) and 3). On the boundary of these blocks lie flanges 10 with a horizontal boundary surface. The flanges are connected to each other with a high strength bolt 12 and the boundary surface between adjacent flanges is welded with seal 14.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、原子炉圧力容器の支持
台座に係わり、更に詳しくは、コンクリート製原子炉格
納容器におけるペデスタルの構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support pedestal of a reactor pressure vessel, and more particularly to a structure of a pedestal in a concrete reactor containment vessel.

【0002】[0002]

【従来の技術】沸騰水型原子炉(BWR)のコンクリー
ト製格納容器は、原子炉圧力容器(以下単に、原子炉と
いう)を安全に密閉収容する設備であり、例えば図3に
示すように、原子炉1をペデスタル2の上に設置したド
ライウェル3a、3bと、ドライウェルに連通し大量の
水Wを内部に有するサプレッションチャンバー4とから
なり、ドライウェルは、原子炉1の上半分を格納する上
部ドライウェル3aと、原子炉の下半分を格納する下部
ドライウェル3bとから構成されている。原子炉1を支
持する支持台座、すなわちペデスタル2は、原子炉1を
支えその重量を下方の建屋に伝えるとともに、ベント管
5を内蔵し、事故等で原子炉1から高温の水蒸気が吹き
出す場合に、ベント管5を介して水蒸気をサプレッショ
ンチャンバー4内の水W(サプレッションプール)の中
に導き、水蒸気を凝縮させて格納容器内の圧力上昇を抑
えるようになっている。従来の原子炉圧力容器のペデス
タル2は、例えば図2に示すように、内径約10m、外
径約14m、高さ約20mの中空円筒体であり、二重円
筒状鋼板6で本体が構成され、その間にベント管5が内
蔵され、隙間をコンクリート7で充填したものである。
原子炉1は支持部6aで支持され、その重量は二重円筒
状鋼板6を介して下方の建屋に伝えられる。また、ベン
ト管5の上部には複数の連通口8が設けられ、上下ドラ
イウェル3a、3bを互いに連通させ、かつ上下ドライ
ウェル3a、3bをベント管5と連通させている。
2. Description of the Related Art A concrete containment vessel for a boiling water reactor (BWR) is a facility for safely and hermetically containing a reactor pressure vessel (hereinafter simply referred to as "reactor"). For example, as shown in FIG. It consists of dry wells 3a and 3b in which the reactor 1 is installed on the pedestal 2, and a suppression chamber 4 which communicates with the dry well and has a large amount of water W inside. The dry well contains the upper half of the reactor 1. And an upper drywell 3a for storing the lower half of the reactor. The pedestal 2 that supports the reactor 1, that is, the pedestal 2 supports the reactor 1 and transmits its weight to the building below, and also has a vent pipe 5 built-in, so that high temperature steam is blown out from the reactor 1 due to an accident or the like. The steam is introduced into the water W (suppression pool) in the suppression chamber 4 through the vent pipe 5 to condense the steam and suppress the pressure increase in the storage container. A pedestal 2 of a conventional reactor pressure vessel is, for example, as shown in FIG. 2, a hollow cylindrical body having an inner diameter of about 10 m, an outer diameter of about 14 m, and a height of about 20 m. The vent pipe 5 is built in between, and the gap is filled with concrete 7.
The nuclear reactor 1 is supported by the supporting portion 6a, and its weight is transmitted to the lower building through the double cylindrical steel plate 6. In addition, a plurality of communication ports 8 are provided in the upper part of the vent pipe 5 so that the upper and lower dry wells 3 a and 3 b communicate with each other and the upper and lower dry wells 3 a and 3 b communicate with the vent pipe 5.

【0003】[0003]

【発明が解決しようとする課題】従来のペデスタルは、
図2にからで示す5つのブロックに縦方向(上下方
向)に分割され、かつ第1のブロックは周方向に3〜
4分割され、それぞれの接続を現地溶接で行っていた。
しかし、この現地溶接の溶接量は大量であり(例えば6
トン)、溶接作業が多いため据付けに時間がかかり、か
つこの現地溶接のため大型の仮設足場等が必要であり、
更に、現地溶接のため製作精度が悪化しやすい問題点が
あった。本発明はかかる問題点を解決するために創案さ
れたものである。すなわち、本発明の目的は、現地溶接
を最小限度にすることができ、これにより、据え付け時
間を短縮し、かつ製作精度を向上させることができる原
子炉圧力容器の支持台座を提供することにある。
The conventional pedestal has the following problems.
It is vertically divided into five blocks shown by in FIG. 2 and the first block is divided into three blocks in the circumferential direction.
It was divided into four parts, and each connection was done by field welding.
However, the amount of welding in this field welding is large (for example, 6
Because of the large amount of welding work, it takes time to install, and a large temporary scaffold etc. is required for this on-site welding.
Further, there is a problem that the manufacturing accuracy is apt to deteriorate due to the on-site welding. The present invention was created to solve such problems. That is, an object of the present invention is to provide a support pedestal for a reactor pressure vessel that can minimize on-site welding, thereby shortening the installation time and improving the manufacturing accuracy. .

【0004】[0004]

【課題を解決するための手段】本発明によれば、全体が
中空円筒形であり、二重円筒鋼板で本体が構成され、そ
の間にベント管が内蔵され、それらの隙間がコンクリー
トで充填される原子炉圧力容器の支持台座において、前
記二重円筒鋼板は、上下方向に分割された複数のブロッ
クからなり、該複数のブロックの境界部には水平な境界
面を有するフランジを有し、該フランジは高力ボルトに
より互いに連結され、かつ隣接したフランジの境界面は
シール溶接される、ことを特徴とする原子炉圧力容器の
支持台座が提供される。
According to the present invention, the whole is a hollow cylinder, the main body is made of double cylindrical steel plates, the vent pipe is built in between, and the gap between them is filled with concrete. In a support pedestal of a reactor pressure vessel, the double cylindrical steel plate is composed of a plurality of blocks divided in the vertical direction, and a boundary portion of the plurality of blocks has a flange having a horizontal boundary surface. Are connected to each other by high-strength bolts, and the boundary surfaces of adjacent flanges are seal-welded, and a support pedestal for a reactor pressure vessel is provided.

【0005】[0005]

【作用】上記、本発明の構成によれば、二重円筒鋼板
が、上下方向に分割された複数のブロックからなり、該
複数のブロックの境界部には水平な境界面を有するフラ
ンジを有し、該フランジは高力ボルトにより互いに連結
され、かつ隣接したフランジの境界面はシール溶接され
る、ので、現地溶接はシール溶接のみであり、溶接作業
をほとんどなくすことができる。また、現地溶接がほと
んどなく、フランジの水平な境界面を合わせて高力ボル
トにより互いに連結するだけのため、大型の仮設足場は
不要であり、また、製作精度を高めることができ、据え
付け時間を短縮することができる。
According to the above-mentioned structure of the present invention, the double cylindrical steel plate is composed of a plurality of vertically divided blocks, and a flange having a horizontal boundary surface is provided at a boundary portion of the plurality of blocks. Since the flanges are connected to each other by high-strength bolts and the boundary surfaces of the adjacent flanges are seal-welded, the field welding is only seal welding, and the welding operation can be almost eliminated. Also, since there is almost no on-site welding, and the horizontal boundary surfaces of the flanges are aligned and connected to each other by high-strength bolts, a large temporary scaffold is not required, and manufacturing accuracy can be improved, and installation time can be improved. It can be shortened.

【0006】[0006]

【実施例】以下、本発明の好ましい実施例を図面を参照
して説明する。図1は本発明による原子炉圧力容器の支
持台座の部分断面図である。この図において、本発明の
原子炉圧力容器の支持台座も、従来と同様に、全体が中
空円筒形であり、二重円筒鋼板6で本体が構成され、そ
の間にベント管5が内蔵され、それらの隙間がコンクリ
ート7で充填されるようになっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a partial sectional view of a support pedestal of a reactor pressure vessel according to the present invention. In this figure, the support pedestal of the reactor pressure vessel of the present invention also has a hollow cylindrical shape as in the conventional case, the main body is constituted by the double cylindrical steel plate 6, and the vent pipe 5 is built in between them. The gap is filled with concrete 7.

【0007】本発明によれば、二重円筒鋼板6は、上下
方向に分割された3つのブロック、、からなり、
この3つのブロックの境界部には水平な境界面を有する
フランジ10を有する。3つのブロック、、はそ
れぞれ一体で、クレーンにより吊り上げることができる
重量、例えば、500トン以内になっている。これによ
り、据え付ける現地で、クレーンによりそれぞれのブロ
ック、、を順に吊り上げて現地に据え付けること
ができる。フランジ10の境界面は、互いに密着するこ
とにより、精度良く組み立てることができるように、十
分な精度で加工されている。
According to the present invention, the double cylindrical steel plate 6 is composed of three blocks, which are divided in the vertical direction,
A flange 10 having a horizontal boundary surface is provided at a boundary portion of the three blocks. Each of the three blocks is integrated and has a weight that can be lifted by a crane, for example, within 500 tons. As a result, at the installation site, each block can be hoisted in order by a crane and installed at the site. The boundary surfaces of the flange 10 are processed with sufficient accuracy so that they can be assembled with high accuracy by closely contacting each other.

【0008】据え付け現地において、ブロック、、
を順に据え付け、フランジ10を高力ボルト12(及
びナット)により互いに連結し、次いで隣接したフラン
ジの境界面をシール溶接14を行う。高力ボルト12及
びナットは、引張強度の高いボルト及びナットであり、
フランジ10に作用する力をフランジ間の摩擦とボルト
に生じる張力により伝達することができる。シール溶接
14は、ペデスタル2の外周部に隣接するサプレッショ
ンチャンバー4内の水が下部ドライウェル3bに漏れる
のを防ぐために、全周を完全に溶接する。かかる構成に
より、現地溶接がほとんどなく、フランジの水平な境界
面を合わせて高力ボルトにより互いに連結するだけで、
高い製作精度でかつ短時間で据え付けを行うことができ
る。
At the installation site, the block,
Are sequentially installed, the flanges 10 are connected to each other by high-strength bolts 12 (and nuts), and then a seal welding 14 is performed on the boundary surface of the adjacent flanges. The high-strength bolt 12 and nut are bolts and nuts with high tensile strength,
The force acting on the flange 10 can be transmitted by the friction between the flanges and the tension generated in the bolt. The seal welding 14 completely welds the entire circumference in order to prevent water in the suppression chamber 4 adjacent to the outer peripheral portion of the pedestal 2 from leaking to the lower dry well 3b. With this configuration, there is almost no on-site welding, just by connecting the horizontal boundary surfaces of the flanges and connecting them with each other with high strength bolts,
Installation can be performed with high manufacturing accuracy and in a short time.

【0009】[0009]

【発明の効果】上述したように、本発明によれば、二重
円筒鋼板が、上下方向に分割された複数のブロックから
なり、該複数のブロックの境界部には水平な境界面を有
するフランジを有し、該フランジは高力ボルトにより互
いに連結され、かつ隣接したフランジの境界面はシール
溶接される、ので、現地溶接はシール溶接のみであり、
溶接作業をほとんどなくすことができる。また、現地溶
接がほとんどなく、フランジの水平な境界面を合わせて
高力ボルトにより互いに連結するだけのため、大型の仮
設足場は不要であり、また、製作精度を高めることがで
き、据え付け時間を短縮することができる。
As described above, according to the present invention, the double cylindrical steel plate is composed of a plurality of vertically divided blocks, and a flange having a horizontal boundary surface at the boundary portion of the plurality of blocks. , The flanges are connected to each other by high-strength bolts, and the boundary surfaces of adjacent flanges are seal-welded, so the field welding is seal welding only,
Welding work can be almost eliminated. Also, since there is almost no on-site welding, and the horizontal boundary surfaces of the flanges are aligned and connected to each other by high-strength bolts, a large temporary scaffold is not required, and manufacturing accuracy can be improved, and installation time can be improved. It can be shortened.

【0010】従って、本発明は、現地溶接を最小限度に
することができ、これにより、据え付け時間を短縮し、
かつ製作精度を向上させることができる、等の優れた効
果を有する。
The present invention therefore minimizes field welding, which reduces installation time and
Moreover, it has an excellent effect that the manufacturing accuracy can be improved.

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

【図1】本発明による原子炉圧力容器の支持台座の部分
断面図である。
1 is a partial cross-sectional view of a support pedestal of a reactor pressure vessel according to the present invention.

【図2】従来の原子炉圧力容器の支持台座の全体断面図
である。
FIG. 2 is an overall sectional view of a support pedestal of a conventional reactor pressure vessel.

【図3】沸騰水型炉(BWR)のコンクリート製格納容
器の全体図である。
FIG. 3 is an overall view of a concrete containment vessel for a boiling water reactor (BWR).

【符号の説明】[Explanation of symbols]

1 原子炉 2 ペデスタル(支持台座) 3a 上部ドライウェル 3b 下部ドライウェル 4 サプレッションチャンバー 5 ベント管 6 二重円筒状鋼板 7 コンクリート 8 連通口 10 フランジ 12 高力ボルト 14 シール溶接 、、、、 ブロック W 水 1 Reactor 2 Pedestal (support pedestal) 3a Upper drywell 3b Lower drywell 4 Suppression chamber 5 Vent pipe 6 Double cylindrical steel plate 7 Concrete 8 Communication port 10 Flange 12 High-strength bolt 14 Seal welding ..., Block W Water

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 全体が中空円筒形であり、二重円筒鋼板
で本体が構成され、その間にベント管が内蔵され、それ
らの隙間がコンクリートで充填される原子炉圧力容器の
支持台座において、 前記二重円筒鋼板は、上下方向に分割された複数のブロ
ックからなり、該複数のブロックの境界部には水平な境
界面を有するフランジを有し、該フランジは高力ボルト
により互いに連結され、かつ隣接したフランジの境界面
はシール溶接される、ことを特徴とする原子炉圧力容器
の支持台座。
1. A support pedestal of a reactor pressure vessel, wherein the whole is a hollow cylinder, a main body is made of a double cylinder steel plate, a vent pipe is built in between, and a gap between them is filled with concrete. The double cylindrical steel plate is composed of a plurality of blocks divided in the vertical direction, has a flange having a horizontal boundary surface at the boundary portion of the plurality of blocks, the flanges are connected to each other by a high-strength bolt, and A support pedestal for a reactor pressure vessel, characterized in that the interface between adjacent flanges is seal welded.
JP5082271A 1993-04-09 1993-04-09 Support pedestal for reactor pressure vessel Pending JPH06294888A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5082271A JPH06294888A (en) 1993-04-09 1993-04-09 Support pedestal for reactor pressure vessel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5082271A JPH06294888A (en) 1993-04-09 1993-04-09 Support pedestal for reactor pressure vessel

Publications (1)

Publication Number Publication Date
JPH06294888A true JPH06294888A (en) 1994-10-21

Family

ID=13769827

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5082271A Pending JPH06294888A (en) 1993-04-09 1993-04-09 Support pedestal for reactor pressure vessel

Country Status (1)

Country Link
JP (1) JPH06294888A (en)

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