JP2000171583A - Liner construction method of reactor container and liner structure - Google Patents
Liner construction method of reactor container and liner structureInfo
- Publication number
- JP2000171583A JP2000171583A JP10345575A JP34557598A JP2000171583A JP 2000171583 A JP2000171583 A JP 2000171583A JP 10345575 A JP10345575 A JP 10345575A JP 34557598 A JP34557598 A JP 34557598A JP 2000171583 A JP2000171583 A JP 2000171583A
- Authority
- JP
- Japan
- Prior art keywords
- liner
- liner plate
- containment vessel
- welded
- side wall
- 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
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
Landscapes
- Structure Of Emergency Protection For Nuclear Reactors (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、原子炉格納容器の
ライナ構築方法及びライナ構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a liner of a containment vessel and a liner structure.
【0002】[0002]
【従来の技術】図3は、コンクリート製の原子炉格納容
器の一例を示す縦断面図であって、この原子炉格納容器
は、基礎1に立設された中空構造の格納容器本体2と、
該格納容器本体2の内方に位置するように基礎1に立設
され且つ上部に原子炉圧力容器3を支持するペデスタル
4と、前記の格納容器本体2の内周面の上下方向中間部
分からペデスタル4の上端部に向かって略水平に延びる
ダイヤフラムフロア5と、格納容器本体2の上端開口部
を閉止するトップヘッド6とを備えている。2. Description of the Related Art FIG. 3 is a longitudinal sectional view showing an example of a concrete reactor containment vessel. The reactor containment vessel has a hollow containment vessel main body 2 erected on a foundation 1,
A pedestal 4 erected on the foundation 1 so as to be located inside the containment vessel main body 2 and supporting the reactor pressure vessel 3 on the upper portion, and a vertically intermediate portion of the inner peripheral surface of the containment vessel main body 2 The pedestal 4 includes a diaphragm floor 5 extending substantially horizontally toward an upper end of the pedestal 4, and a top head 6 for closing an upper end opening of the storage container main body 2.
【0003】上記の格納容器本体2、ペデスタル4、ダ
イヤフラムフロア5は、鉄筋コンクリート構造によって
一体的に形成されている。[0003] The containment vessel main body 2, pedestal 4, and diaphragm floor 5 are integrally formed by a reinforced concrete structure.
【0004】ダイヤフラムフロア5の上面、格納容器本
体2の側壁部7の内周面、トップヘッド6の下面によっ
て囲まれる空間である上部ドライウエル8には、原子炉
圧力容器3に接続される配管や種々の機器等が配置さ
れ、ペデスタル4の内周面、基礎1の上面によって囲ま
れる空間である下部ドライウエル9には、原子炉圧力容
器3の制御棒駆動装置などの機器が配置されている。A pipe connected to the reactor pressure vessel 3 is provided on the upper dry well 8 which is a space surrounded by the upper surface of the diaphragm floor 5, the inner peripheral surface of the side wall 7 of the containment vessel body 2, and the lower surface of the top head 6. In the lower drywell 9, which is a space surrounded by the inner peripheral surface of the pedestal 4 and the upper surface of the foundation 1, devices such as a control rod driving device of the reactor pressure vessel 3 are disposed. I have.
【0005】また、基礎1の上面、格納容器本体2の側
壁部7の内周面、ペデスタル4の外周面、ダイヤフラム
フロア5の下面によって囲まれる空間であるサプレッシ
ョンチェンバ10には、主蒸気管12に付帯する安全弁
が作動した際にベント管13を介して送給される蒸気を
凝縮するための水11が貯留されている。A main steam pipe 12 is provided in the suppression chamber 10, which is a space surrounded by the upper surface of the foundation 1, the inner peripheral surface of the side wall 7 of the containment vessel body 2, the outer peripheral surface of the pedestal 4, and the lower surface of the diaphragm floor 5. The water 11 for condensing the steam sent through the vent pipe 13 when the safety valve attached to is operated is stored.
【0006】さらに、格納容器本体2は、図3のIV部
分の拡大図である図4に示すように、側壁部7の内周面
の下端部を覆う円筒基部14と、側壁部7の内周面の下
端部以外の部分を覆うライナプレート15と、基礎1の
上面を覆う底部ライナ16とを有して気密を保つように
している。Further, as shown in FIG. 4, which is an enlarged view of a portion IV in FIG. 3, the storage container main body 2 has a cylindrical base portion 14 that covers a lower end portion of the inner peripheral surface of the side wall portion 7 and an inner portion of the side wall portion 7. A liner plate 15 covering a portion other than the lower end of the peripheral surface and a bottom liner 16 covering the upper surface of the foundation 1 are provided so as to maintain airtightness.
【0007】円筒基部14の上下方向中間部分には、格
納容器本体2(図3参照)の内方へ向かって略水平に突
出する受け部材17が固着され、また、円筒基部14の
下端部には、アンカ部材18が固着されている。A receiving member 17 which projects substantially horizontally toward the inside of the storage container main body 2 (see FIG. 3) is fixed to an intermediate portion of the cylindrical base 14 in the vertical direction. Has an anchor member 18 fixed thereto.
【0008】従来、コンクリート製の原子炉格納容器を
構築する際には、円筒基部14を所定位置に据え付けた
後、コンクリートを打設して基礎1を形成する。Conventionally, when constructing a containment vessel made of concrete, a cylindrical base 14 is installed at a predetermined position, and then concrete is cast to form a foundation 1.
【0009】次いで、複数の鋼版を基礎1の上面で溶接
して基礎1を覆う底部ライナ16を形成しつつ、該底部
ライナ16の縁部を円筒基部14の受け部材17の上面
に溶接固着する。Next, a plurality of steel plates are welded on the upper surface of the foundation 1 to form a bottom liner 16 covering the foundation 1, and the edge of the bottom liner 16 is welded and fixed to the upper surface of the receiving member 17 of the cylindrical base 14. I do.
【0010】また、円筒基部14の上端にライナプレー
ト15を溶接固着し、該ライナプレート15を内側の型
枠としてコンクリートを打設し、側壁部7を形成してい
る。A liner plate 15 is fixedly welded to the upper end of the cylindrical base 14, and concrete is cast using the liner plate 15 as an inner mold to form the side wall 7.
【0011】[0011]
【発明が解決しようとする課題】しかしながら、従来の
原子炉格納容器では、円筒基部14の受け部材17の下
側にはコンクリートの基礎1が接しているので、受け部
材17の上面に底部ライナ16を載置して上面側から溶
接固着せざるを得ず、底部ライナ16の縁部と受け部材
17との溶接部は上面からの片側溶接となり、溶接部の
非破壊検査も上面側からしかできなかった。However, in the conventional reactor containment vessel, since the concrete foundation 1 is in contact with the lower side of the receiving member 17 of the cylindrical base 14, the bottom liner 16 is placed on the upper surface of the receiving member 17. Must be fixed by welding from the upper surface side, the welded portion between the edge of the bottom liner 16 and the receiving member 17 is one-sided welding from the upper surface, and non-destructive inspection of the welded portion can be performed only from the upper surface side. Did not.
【0012】また、複数の鋼板を基礎1の上面で溶接し
て底部ライナ16を形成するため、作場での溶接作業時
間が長い。Further, since a plurality of steel plates are welded on the upper surface of the foundation 1 to form the bottom liner 16, the welding operation time at the workshop is long.
【0013】本発明は上述した実情に鑑みてなしたもの
で、底部ライナとライナプレートとの溶接作業及び溶接
部の検査を部材の両面側からできるようにした原子炉格
納容器のライナ構築方法及びライナ構造を提供すること
を目的としている。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has a method for constructing a liner for a reactor containment vessel capable of performing welding work between a bottom liner and a liner plate and inspecting a welded portion from both sides of the member. It is intended to provide a liner structure.
【0014】[0014]
【課題を解決するための手段】上記目的を達成するため
本発明の請求項1に記載の原子炉格納容器のライナ構築
方法では、基礎上に底部ライナを設置した後、該底部ラ
イナに格納容器の側壁部を形成するライナプレートの下
端部を溶接固着している。According to the first aspect of the present invention, there is provided a method for constructing a liner for a containment vessel according to the present invention, wherein a bottom liner is installed on a foundation, and then the containment vessel is mounted on the bottom liner. The lower end of the liner plate forming the side wall portion is fixed by welding.
【0015】また、本発明の請求項2に記載の原子炉格
納容器のライナ構造では、格納容器の内底面を覆う底部
ライナと、該底部ライナの上面に下端部が溶接固着され
且つ前記格納容器の内周面を覆い得るライナプレートと
を備えている。In the liner structure for a containment vessel according to a second aspect of the present invention, a bottom liner for covering an inner bottom surface of the containment vessel, and a lower end portion is welded and fixed to an upper surface of the bottom liner, and the containment vessel is provided. And a liner plate capable of covering the inner peripheral surface of the liner.
【0016】さらに、本発明の請求項3に記載の原子炉
格納容器のライナ構造は、格納容器の内底面を覆う底部
ライナと、該底部ライナの上面に下端部が溶接固着され
且つ前記格納容器の内周面を覆い得るライナプレート
と、該ライナプレートの原子炉格納容器外方側の面に固
着した補強部材とを備えている。Further, in the liner structure of the containment vessel according to claim 3 of the present invention, a bottom liner for covering an inner bottom surface of the containment vessel, and a lower end is welded and fixed to an upper surface of the bottom liner, and the containment vessel is provided. And a reinforcing member fixed to a surface of the liner plate on the outer side of the containment vessel.
【0017】本発明の請求項1に記載の原子炉格納容器
のライナ構築方法においては、基礎上に設置した底部ラ
イナの上面に、ライナプレートの下端部をその両面側か
ら溶接し、当該溶接部の検査をライナプレートの両面側
から行う。In the method for constructing a liner of a containment vessel according to the first aspect of the present invention, the lower end of the liner plate is welded to the upper surface of the bottom liner installed on the foundation from both sides thereof. Inspection is performed from both sides of the liner plate.
【0018】また、本発明の請求項2あるいは請求項3
に記載の原子炉格納容器のライナ構造のいずれにおいて
も、格納容器の内底面を覆う底部ライナの上面に、ライ
ナプレートの下端部をその両面側から溶接し、当該溶接
部の検査をライナプレートの両面側から行う。Further, claim 2 or claim 3 of the present invention.
In any of the reactor containment liner structures described in the above, the lower end of the liner plate is welded from both sides to the upper surface of the bottom liner covering the inner bottom surface of the containment vessel, and the inspection of the welded portion is performed on the liner plate. Perform from both sides.
【0019】さらに、本発明の請求項3に記載の原子炉
格納容器のライナ構造においては、ライナプレートの原
子炉格納容器外方側の面に固着した補強部材を鉄筋コン
クリート構造の躯体に組み込み、ライナプレートを躯体
に対して強固に支持する。Further, in the liner structure of the containment vessel according to claim 3 of the present invention, the reinforcing member fixed to the outer surface of the containment vessel of the liner plate is incorporated into the reinforced concrete structure body. The plate is firmly supported on the frame.
【0020】[0020]
【発明の実施の形態】以下、本発明の実施の形態を、図
に基づいて説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings.
【0021】図1は、本発明の原子炉格納容器のライナ
構造の実施の形態の一例を示す縦断面図であって、原子
炉格納容器のライナを構築するにあたり、最初にコンク
リートを打設して基礎20を形成しておく。FIG. 1 is a longitudinal sectional view showing an example of an embodiment of a liner structure of a reactor containment vessel according to the present invention. In constructing a liner of the reactor containment vessel, concrete is cast first. To form a foundation 20.
【0022】また、これとは別に、複数の鋼板を平らに
溶接固着して底部ライナ21を形成する。Separately, a plurality of steel plates are flatly welded and fixed to form a bottom liner 21.
【0023】この底部ライナ21の直径は、図3に示す
格納容器本体2を構成する側壁部7の内側面の直径より
も大きな寸法にしてある。The diameter of the bottom liner 21 is larger than the diameter of the inner surface of the side wall 7 constituting the storage container main body 2 shown in FIG.
【0024】さらに、底部ライナ21を形成するにあた
っては、両側開先で鋼板の両側面から確実な溶接を行う
ことができ、非破壊検査も鋼板の両面側から行うことが
可能である。Further, in forming the bottom liner 21, reliable welding can be performed from both sides of the steel plate at both sides of the groove, and nondestructive inspection can be performed from both sides of the steel plate.
【0025】このようにして形成した底部ライナ21
を、図1に示すように基礎20の上に設置した後、底部
ライナ21の上面にライナプレート22を載置し、ライ
ナプレート22の下端部を溶接23により底部ライナ2
1の上面に固着する。The bottom liner 21 thus formed
Is placed on a foundation 20 as shown in FIG. 1, a liner plate 22 is placed on the upper surface of a bottom liner 21, and the lower end of the liner plate 22 is welded 23 to the bottom liner 2.
1 is fixed to the upper surface.
【0026】この溶接23は、ライナプレート22の両
側面から確実に行うことができ、さらに非破壊検査もラ
イナプレート22の両面側から行うことが可能である。The welding 23 can be reliably performed from both sides of the liner plate 22, and a nondestructive inspection can be performed from both sides of the liner plate 22.
【0027】また、ライナプレート22の外周側(図1
の右側)には、図2に示すような鉛直に延びる断面T字
型の補強部材24が溶接25により固着されている。The outer peripheral side of the liner plate 22 (FIG. 1)
(Right side of FIG. 2), a vertically extending T-shaped reinforcing member 24 as shown in FIG.
【0028】そしてライナプレート22を内側の型枠と
してコンクリートを打設すると、図3と同様な側壁部7
が形成され、補強部材24は側壁部7のコンクリートの
中に埋め込まれて、ライナプレート22を側壁部7の躯
体に対して強固に支持する。Then, when concrete is cast using the liner plate 22 as the inner mold, the side wall 7 similar to that shown in FIG.
Is formed, and the reinforcing member 24 is embedded in the concrete of the side wall 7, and firmly supports the liner plate 22 with respect to the skeleton of the side wall 7.
【0029】なお、本発明の原子炉格納容器のライナ構
築方法及びライナ構造は上述した実施の形態のみに限定
されるものではなく、本発明の要旨を逸脱しない範囲に
おいて変更を加え得ることは勿論である。The method for constructing the liner of the containment vessel and the liner structure of the present invention are not limited to the above-described embodiment, but may be modified without departing from the scope of the present invention. It is.
【0030】[0030]
【発明の効果】以上述べたように、本発明の原子炉圧力
容器のライナ構築方法及びライナ構造によれば、下記の
ような種々の優れた効果を奏し得る。As described above, according to the method for constructing the liner of the reactor pressure vessel and the liner structure of the present invention, the following various excellent effects can be obtained.
【0031】(1)本発明の請求項1に記載の原子炉格
納容器のライナ構築方法においては、基礎上に設置した
底部ライナの上面にライナプレートの下端部をその両面
側から溶接することができ、溶接部の検査もライナプレ
ートの両面側から行えるので、原子炉圧力容器のライナ
の信頼性が向上する。(1) In the method for constructing a liner of a containment vessel according to the first aspect of the present invention, the lower end of the liner plate is welded to the upper surface of the bottom liner installed on the foundation from both sides thereof. In addition, since the welds can be inspected from both sides of the liner plate, the reliability of the liner of the reactor pressure vessel is improved.
【0032】(2)また、基礎上に設置した底部ライナ
の上面に、ライナプレートの下端部を溶接するので、予
め複数の鋼板を両側溶接により接合して底部ライナを形
成することができ、よって、現場での溶接作業時間の短
縮を図れる。(2) Since the lower end of the liner plate is welded to the upper surface of the bottom liner installed on the foundation, a plurality of steel plates can be joined in advance by welding on both sides to form the bottom liner. In addition, it is possible to shorten the welding time on site.
【0033】(3)本発明の請求項2あるいは請求項3
に記載の原子炉格納容器のライナ構造のいずれにおいて
も、格納容器の内底面を覆う底部ライナの上面に、ライ
ナプレートの下端部をその両面側から溶接することがで
き、溶接部の検査をライナプレートの両面側から行える
ので、原子炉圧力容器のライナの信頼性が向上する。(3) Claim 2 or Claim 3 of the present invention
In any of the reactor containment liner structures described in the above paragraph, the lower end of the liner plate can be welded to the upper surface of the bottom liner covering the inner bottom surface of the containment vessel from both sides thereof, and the inspection of the welded portion is performed by the liner Since it can be performed from both sides of the plate, the reliability of the liner of the reactor pressure vessel is improved.
【0034】(4)また、格納容器の内底面を覆う底部
ライナの上面に、ライナプレートの下端部を溶接するの
で、予め複数の鋼板を両側溶接により接合して底部ライ
ナを形成することができ、よって、現場での溶接作業時
間の短縮を図れる。(4) Since the lower end of the liner plate is welded to the upper surface of the bottom liner that covers the inner bottom surface of the containment vessel, a plurality of steel plates can be joined in advance by welding on both sides to form the bottom liner. Therefore, it is possible to shorten the welding time on site.
【0035】(5)さらに、本発明の請求項3に記載の
原子炉格納容器のライナ構造においては、ライナプレー
トの原子炉格納容器外方側の面に固着した補強部材が鉄
筋コンクリート構造の躯体に組み込まれるので、ライナ
プレートを躯体に対して強固に支持することができる。(5) Further, in the liner structure of the containment vessel according to claim 3 of the present invention, the reinforcing member fixed to the outer surface of the containment vessel of the liner plate is provided on the reinforced concrete structure body. Since it is incorporated, the liner plate can be firmly supported on the skeleton.
【図1】本発明の原子炉格納容器のライナ構造の実施の
形態の一例を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing an example of an embodiment of a liner structure of a containment vessel of the present invention.
【図2】図1のII−II矢視図である。FIG. 2 is a view taken in the direction of arrows II-II in FIG.
【図3】原子炉格納容器の一例を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing an example of a reactor containment vessel.
【図4】従来の原子炉格納容器の一例を示す図3のIV
部分の拡大図である。4 shows an example of a conventional containment vessel of FIG.
It is an enlarged view of a part.
7 側壁部 20 基礎 21 底部ライナ 22 ライナプレート 23 溶接 24 補強部材 7 Side wall portion 20 Foundation 21 Bottom liner 22 Liner plate 23 Welding 24 Reinforcing member
Claims (3)
部ライナに格納容器の側壁部を形成するライナプレート
の下端部を溶接固着することを特徴とする原子炉格納容
器のライナ構築方法。1. A method for constructing a liner for a reactor containment vessel, comprising: mounting a bottom liner on a foundation; and welding and fixing a lower end of a liner plate forming a side wall of the containment vessel to the bottom liner by welding.
該底部ライナの上面に下端部が溶接固着され且つ前記格
納容器の内周面を覆い得るライナプレートとを備えてな
ることを特徴とする原子炉格納容器のライナ構造。2. A bottom liner for covering an inner bottom surface of the storage container,
And a liner plate having a lower end welded and fixed to an upper surface of the bottom liner and capable of covering an inner peripheral surface of the containment vessel.
該底部ライナの上面に下端部が溶接固着され且つ前記格
納容器の内周面を覆い得るライナプレートと、該ライナ
プレートの原子炉格納容器外方側の面に固着した補強部
材とを備えてなることを特徴とする原子炉格納容器のラ
イナ構造。3. A bottom liner covering an inner bottom surface of the storage container,
A liner plate having a lower end welded to the upper surface of the bottom liner and capable of covering the inner peripheral surface of the containment vessel, and a reinforcing member fixed to the outer surface of the liner plate on the outer side of the containment vessel. A liner structure for a reactor containment vessel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10345575A JP2000171583A (en) | 1998-12-04 | 1998-12-04 | Liner construction method of reactor container and liner structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10345575A JP2000171583A (en) | 1998-12-04 | 1998-12-04 | Liner construction method of reactor container and liner structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000171583A true JP2000171583A (en) | 2000-06-23 |
Family
ID=18377530
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10345575A Pending JP2000171583A (en) | 1998-12-04 | 1998-12-04 | Liner construction method of reactor container and liner structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000171583A (en) |
-
1998
- 1998-12-04 JP JP10345575A patent/JP2000171583A/en active Pending
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