[go: up one dir, main page]

JPH0980183A - Primary containment vessel - Google Patents

Primary containment vessel

Info

Publication number
JPH0980183A
JPH0980183A JP7255733A JP25573395A JPH0980183A JP H0980183 A JPH0980183 A JP H0980183A JP 7255733 A JP7255733 A JP 7255733A JP 25573395 A JP25573395 A JP 25573395A JP H0980183 A JPH0980183 A JP H0980183A
Authority
JP
Japan
Prior art keywords
penetrating member
containment vessel
reinforcing
penetration
reinforcing ring
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
JP7255733A
Other languages
Japanese (ja)
Inventor
Shunji Kobayashi
俊二 小林
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
Ishikawajima Harima Heavy Industries 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 Ishikawajima Harima Heavy Industries Co Ltd filed Critical Ishikawajima Harima Heavy Industries Co Ltd
Priority to JP7255733A priority Critical patent/JPH0980183A/en
Publication of JPH0980183A publication Critical patent/JPH0980183A/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

(57)【要約】 【課題】 容器壁部の剛性を高めて、鋼製の原子炉圧力
容器の大型化を実現化する。 【解決手段】 鋼製の原子炉格納容器4の容器壁部4a
に取り付けてある貫通部材の取付け部における外面又は
内面に、補強リングプレート16Aを溶接により固定す
る。補強リングプレート16Aは容器壁部4aの周方向
に沿うようにし、貫通部材の外面への突合わせ部を溶接
にて固定する。膜振動による貫通部材取付け部分の変位
を補強リングプレート16Aにより抑えて応力が作用し
ないようにする。
(57) 【Abstract】 PROBLEM TO BE SOLVED: To increase the rigidity of a vessel wall portion and to realize an increase in size of a steel reactor pressure vessel. A container wall portion (4a) of a steel reactor containment container (4).
The reinforcing ring plate 16A is fixed by welding to the outer surface or the inner surface of the attachment portion of the penetrating member attached to. The reinforcing ring plate 16A is arranged along the circumferential direction of the container wall 4a, and the abutting portion of the penetrating member to the outer surface is fixed by welding. The reinforcing ring plate 16A suppresses the displacement of the penetrating member mounting portion due to the membrane vibration so that stress does not act.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は原子炉圧力容器を格
納する大型鋼製の原子炉格納容器に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a large-scale steel reactor containment vessel for housing a reactor pressure vessel.

【0002】[0002]

【従来の技術】図7は従来の原子力発電所における原子
炉格納容器の概要を示すもので、基礎1上に立設したR
PVペデスタル2上に、原子炉圧力容器(RPV)3を
支持させ、該原子炉圧力容器3及びRPVペデスタル2
を取り囲むように鋼製の原子炉格納容器(SCV)4を
構築して、その外側をコンクリート製の建屋5で覆うよ
うにし、且つ上記原子炉格納容器4内において、上記R
PVペデスタル2で囲まれる原子炉圧力容器3の下方位
置に下部ドライウエル6を形成すると共に、RPVペデ
スタル2の外周位置にサプレッションチャンバ7を形成
し、又、上記原子炉圧力容器3の側方で且つサプレッシ
ョンチャンバ7の上方位置には、RPVペデスタル2上
に原子炉遮蔽壁8を構築すると共に、RPVペデスタル
2の上端部のレベルにダイヤフラムフロア9を構築して
上部ドライウエル10を形成し、更に、上記原子炉格納
容器4を構成する容器壁部4aの球殻部には、上部ドラ
イウエル10に対する作業員の出入を行うためのエアロ
ック位置11や、機器の搬出入を行うためのハッチ12
を設け、且つ上記容器壁部4aの円筒部には、サプレッ
ションチャンバ7に対するハッチ12やペネトレーショ
ン13を設けている。12aはハッチ12に開閉自在に
取り付けてある蓋、14は下部ドライウエル6へのアク
セストンネルを示す。
2. Description of the Related Art FIG. 7 shows an outline of a reactor containment vessel in a conventional nuclear power plant.
A reactor pressure vessel (RPV) 3 is supported on the PV pedestal 2, and the reactor pressure vessel 3 and the RPV pedestal 2 are supported.
A steel reactor containment vessel (SCV) 4 is constructed so as to surround the above, and its outside is covered with a concrete building 5, and in the reactor containment vessel 4, the R
A lower dry well 6 is formed at a position below the reactor pressure vessel 3 surrounded by the PV pedestal 2, and a suppression chamber 7 is formed at an outer peripheral position of the RPV pedestal 2, and at a side of the reactor pressure vessel 3. In addition, above the suppression chamber 7, a reactor shielding wall 8 is constructed on the RPV pedestal 2, and a diaphragm floor 9 is constructed at the level of the upper end of the RPV pedestal 2 to form an upper dry well 10. In the spherical shell portion of the vessel wall portion 4a constituting the reactor containment vessel 4, an airlock position 11 for allowing a worker to move in and out of the upper dry well 10, and a hatch 12 for carrying in and out a device.
In addition, a hatch 12 and a penetration 13 for the suppression chamber 7 are provided in the cylindrical portion of the container wall 4a. Reference numeral 12a denotes a lid that is openably and closably attached to the hatch 12, and 14 denotes an access tunnel to the lower dry well 6.

【0003】最近では、プラントの出力増大に伴い、上
記原子炉格納容器4の大型化が計画されつつあり、高張
力鋼の採用が検討されている。
Recently, as the output of the plant has increased, the reactor containment vessel 4 has been planned to be upsized, and the use of high-strength steel is being considered.

【0004】[0004]

【発明が解決しようとする課題】ところが、原子炉格納
容器4の大型化に対して高張力鋼を採用する場合、強度
面をカバーすることはできるが、剛性面をカバーするに
は不充分であると考えられている。たとえば、直径が、
40〜50mの大型の原子炉格納容器4の場合、板厚を
厚くして剛性を高めるようにすることが考えられるが、
板厚は38mm程度という制限があり、又、容器壁部4a
に設けた貫通部にハッチ12やペネトレーション13等
の貫通部材が取り付けられるので、剛性低下に伴い地震
時等に膜振動が発生するおそれがある。この膜振動が発
生すると、部分的に質量が大となっている貫通部材取付
け部分の変位が大きくなって応力も増大することにな
る。したがって、鋼製の大型の原子炉格納容器4を計画
する場合に、剛性をアップさせることは重要な問題であ
る。
However, when high-strength steel is adopted to increase the size of the reactor containment vessel 4, it is possible to cover the strength side, but it is not sufficient to cover the rigid side. Is believed to be. For example, if the diameter is
In the case of a large reactor containment vessel 4 of 40 to 50 m, it is conceivable to increase the plate thickness to increase the rigidity.
The plate thickness is limited to about 38 mm, and the container wall 4a
Since a penetrating member such as the hatch 12 and the penetration 13 is attached to the penetrating portion provided in the, the membrane vibration may occur at the time of an earthquake or the like as the rigidity decreases. When this membrane vibration occurs, the displacement of the penetrating member mounting portion where the mass is partially large becomes large and the stress also increases. Therefore, when planning a large reactor containment vessel 4 made of steel, increasing the rigidity is an important issue.

【0005】そこで、本発明は、大型化するときの強度
面は勿論のこと、剛性面も構造的にアップさせるように
した鋼製の原子炉格納容器を提供しようとするものであ
る。
Therefore, the present invention is intended to provide a steel reactor containment vessel which is structurally improved not only in strength when it is enlarged, but also in rigidity.

【0006】[0006]

【課題を解決するための手段】本発明は、上記課題を解
決するために、鋼製の原子炉格納容器の容器壁部に貫通
させて取り付けてある貫通部材の取付け部における外面
又は内面に、周方向に延びる補強材を取り付け、且つ該
補強材を上記貫通部材に固定した構成とする。
In order to solve the above problems, the present invention provides an outer surface or an inner surface of a mounting portion of a penetrating member which is mounted by penetrating through a vessel wall portion of a steel reactor containment vessel, A reinforcing member extending in the circumferential direction is attached, and the reinforcing member is fixed to the penetrating member.

【0007】容器壁部の剛性が高められることになっ
て、原子炉格納容器の径を大きくしても、地震時の膜振
動の問題が少なく、部分的に質量が大きい容器壁部の貫
通部材取付け部分でも変位は小さくなり、応力も小さく
なる。
Since the rigidity of the container wall is increased, even if the diameter of the reactor containment vessel is increased, the problem of membrane vibration during an earthquake is small, and the penetrating member of the container wall having a large mass is partially present. The displacement is small and the stress is small even at the mounting part.

【0008】又、容器壁部に貫通させて取り付けた貫通
部材の取付け部の外面又は内面に、上下方向に延びる補
強材を取り付け、該補強材を上記貫通部材に固定する
と、容器壁部の剛性がより高められることになる。
Further, when a reinforcing member extending in the vertical direction is attached to the outer surface or the inner surface of the mounting portion of the penetrating member penetrating the container wall portion and fixed to the penetrating member, the rigidity of the container wall portion is increased. Will be higher.

【0009】更に、貫通部材に固定する補強材の固定部
を、径方向に張り出すように拡大させると、貫通部材の
容器壁部に対する取付け剛性が高められる。
Further, when the fixing portion of the reinforcing member to be fixed to the penetrating member is enlarged so as to project in the radial direction, the mounting rigidity of the penetrating member to the container wall portion is enhanced.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0011】図1(イ)(ロ)は図7に示したものと同
様な構成としてある鋼製の原子炉格納容器4において、
図7のA部に示すハッチ12とペネトレーション13の
取付け部の剛性を高めるために採用した本発明の実施の
一形態を示すもので、原子炉格納容器4の容器壁部4a
が、複数のブロック状に形成された壁部プレート4bの
組み付けにより構築されており、且つ貫通部材としての
ハッチ12の取付け部には、厚板構造としたインサート
プレート17に予めハッチ12を貫通させて取り付けた
構成として、インサートプレート17を上下左右の壁部
プレート4b間に挿入して該インサートプレート17と
周囲の壁部プレート4bとの接合部17aを溶接接合
し、更に貫通部材としてのペネトレーション13の取付
け部には、厚板構造としたインサートプレート18(固
定部)に予めペネトレーション13を貫通させて取り付
けた構成として、インサートプレート18を壁部プレー
ト4b中に部分的に組み付けて該インサートプレート1
8と壁部プレート4bとの接合部18aを溶接接合した
構成において、ハッチ12の取付け部とペネトレーショ
ン13の取付け部の容器壁部4aを補強材で補強させる
ようにする。
FIGS. 1A and 1B show a steel reactor containment vessel 4 having a structure similar to that shown in FIG.
7 shows an embodiment of the present invention adopted to enhance the rigidity of the attachment portion of the hatch 12 and the penetration 13 shown in the A portion of FIG. 7, which is the vessel wall portion 4a of the reactor containment vessel 4.
Is constructed by assembling a plurality of block-shaped wall plate 4b, and the hatch 12 as a penetrating member is attached to a mounting portion of the hatch 12 by previously inserting the hatch 12 into an insert plate 17 having a thick plate structure. In this configuration, the insert plate 17 is inserted between the upper, lower, left, and right wall plate 4b to weld the joining portion 17a between the insert plate 17 and the surrounding wall plate 4b, and further, the penetration 13 as a penetrating member. At the mounting portion of the insert plate 18, the insert plate 18 (fixing portion) having a thick plate structure is mounted by penetrating the penetration 13 in advance, and the insert plate 18 is partially assembled in the wall plate 4b.
In the structure in which the joint portion 18a between the wall plate 8 and the wall plate 4b is welded, the container wall portion 4a of the attachment portion of the hatch 12 and the attachment portion of the penetration 13 is reinforced with a reinforcing material.

【0012】詳述すると、貫通部材としてのハッチ12
の取付け部における上記容器壁部4aの外面に、補強材
としてI型断面形状とした補強リングプレート16A
を、容器壁部4aの外面に対し直角になるように上下方
向に複数段(図では3段)立てて周方向に配置して溶接
により固定すると共に、これら補強リングプレート16
Aのハッチ12外面への突合わせ部を溶接にて固定し、
又、貫通部材としての上記ペネトレーション13の取付
け部にも同様に、上記容器壁部4aの外面に、補強材と
しての補強リングプレート16Aを、容器壁部4aの外
面に対し直角になるように立てて周方向に配置して溶接
により固定し、且つ該補強リングプレート16Aとペネ
トレーション13とを溶接にて固定した構成とする。な
お、19はスカラップを示す。
More specifically, the hatch 12 as a penetrating member.
A reinforcing ring plate 16A having an I-shaped cross section as a reinforcing material is provided on the outer surface of the container wall 4a at the mounting portion of
Are vertically arranged in a plurality of stages (three stages in the figure) so as to be at right angles to the outer surface of the container wall 4a, arranged in the circumferential direction, and fixed by welding.
Fix the butt portion of A on the outer surface of the hatch 12 by welding,
Similarly, a reinforcing ring plate 16A as a reinforcing member is erected on the outer surface of the container wall portion 4a so as to be perpendicular to the outer surface of the container wall portion 4a at the mounting portion of the penetration 13 as the penetrating member. Are arranged in the circumferential direction and fixed by welding, and the reinforcing ring plate 16A and the penetration 13 are fixed by welding. In addition, 19 shows a scallop.

【0013】大型の原子炉格納容器4とした場合、従来
は補強リングプレート16Aがないため、容器壁部4a
の剛性が低下することに伴い、地震時に膜振動が発生
し、部分的に質量が大きくなっているハッチ12やペネ
トレーション13の取付け部分の変位及び応力が増大す
るが、本発明では、容器壁部4aの外面に、ハッチ12
の取付け位置に対応させて補強リングプレート16Aが
周方向に取り付けてあり、且つペネトレーション13の
取付け位置にも補強リングプレート16Aが周方向に取
り付けてあるため、容器壁部4aの剛性が高められてい
ることによって膜振動の問題が少なくなり、ハッチ12
やペネトレーション13の取付け位置部分での変位を抑
えることができ、大きな応力が作用することを避けるこ
とができる。
In the case of a large reactor containment vessel 4, since there is no reinforcing ring plate 16A in the prior art, the vessel wall 4a
As the rigidity of the lower part of the container decreases, the membrane vibration occurs at the time of an earthquake, and the displacement and the stress of the attachment part of the hatch 12 and the penetration 13 where the mass is partially increased increase. On the outer surface of 4a, the hatch 12
Since the reinforcing ring plate 16A is mounted in the circumferential direction corresponding to the mounting position of and the reinforcing ring plate 16A is also mounted in the circumferential direction at the mounting position of the penetration 13, the rigidity of the container wall portion 4a is enhanced. The problem of membrane vibration is reduced by the presence of the hatch 12
It is possible to suppress the displacement at the mounting position portion of the penetration 13 and the penetration 13 and to avoid applying a large stress.

【0014】したがって、原子炉格納容器4の大型化を
実現することが可能となる。
Therefore, it is possible to increase the size of the reactor containment vessel 4.

【0015】なお、上記実施の形態では、ハッチ12や
ペネトレーション13の取付け部分に配設した補強リン
グプレート16Aは所要長さに分割したものを継ぎ足し
て用いるようにする。
In the above embodiment, the reinforcing ring plate 16A arranged at the mounting portion of the hatch 12 or the penetration 13 is divided into required lengths and used as a supplement.

【0016】次に、図2は本発明の他の実施の形態を示
すもので、上記図1(イ)(ロ)の実施の形態で示した
と同様な構成において、容器壁部4aに取り付けてある
ハッチ12及びペネトレーション13の取付け部におけ
る外面に、I型断面形状とした補強材としての補強プレ
ート15を容器壁部4aに対し直角となるように立てて
上下方向(軸方向)に配置して溶接により固定し、且つ
補強プレート15のハッチ12及びペネトレーション1
3への突合わせ部を溶接により固定したものである。
Next, FIG. 2 shows another embodiment of the present invention, which is attached to the container wall portion 4a in the same structure as that shown in the embodiment of FIGS. 1 (a) and (b). A reinforcing plate 15 as a reinforcing material having an I-shaped cross section is erected on the outer surface of the attachment portion of a certain hatch 12 and the penetration 13 so as to be perpendicular to the container wall portion 4a and arranged in the vertical direction (axial direction). Fixing by welding and hatch 12 of reinforcement plate 15 and penetration 1
The abutting part to 3 is fixed by welding.

【0017】図2に示すようにした場合には、容器壁部
4aの貫通部材の取付け部分が周方向のみならず上下方
向からも補強されることから、剛性をより向上できるこ
とになる。
In the case shown in FIG. 2, since the mounting portion of the penetrating member of the container wall 4a is reinforced not only in the circumferential direction but also in the vertical direction, the rigidity can be further improved.

【0018】次いで、図3は本発明の更に他の実施の形
態を示すもので、図1(イ)(ロ)に示す実施の形態と
同様な構成において、ハッチ12及びペネトレーション
13への補強リングプレート16Aの突合わせ固定部
に、径方向に張り出すよう拡大させたリブ16aを設け
たものである。
Next, FIG. 3 shows still another embodiment of the present invention. In the same structure as the embodiment shown in FIGS. 1A and 1B, a reinforcing ring for the hatch 12 and the penetration 13 is provided. The rib 16a is provided at the butt fixing portion of the plate 16A and is enlarged so as to project in the radial direction.

【0019】図3に示すようにした場合には、ハッチ1
2やペネトレーション13に直接接合する補強リングプ
レート16Aの突合わせ固定部にリブ16aが設けてあ
ることから、補強リングプレート16Aとハッチ12及
びペネトレーション13との固定部の強度を高めること
ができて、容器壁部4aに対する取付け剛性を高くする
ことができる。なお、図2に示す実施の形態において
も、補強プレート15のハッチ12及びペネトレーショ
ン13への固定部を同様に拡大させるようにしてもよ
い。
In the case shown in FIG. 3, the hatch 1
Since the ribs 16a are provided on the butt fixing portions of the reinforcing ring plate 16A that is directly joined to the reinforcement ring plate 2 and the penetration 13, the strength of the fixing portion of the reinforcing ring plate 16A and the hatch 12 and the penetration 13 can be increased, The mounting rigidity with respect to the container wall 4a can be increased. Note that, also in the embodiment shown in FIG. 2, the fixing portion of the reinforcing plate 15 to the hatch 12 and the penetration 13 may be similarly enlarged.

【0020】又、図4(イ)(ロ)及び図5(イ)
(ロ)はいずれも本発明の更に別の実施の形態を示すも
ので、補強リングプレート16Aに代えて用いる他の変
形例を示すものである。先ず、図4に示すものはT型断
面形状とした補強リング材16Bを採用するようにした
もので、(イ)は容器壁部4aのペネトレーション13
取付け部の外面に補強リング材16Bを周方向に取り付
けた場合を示し、又、(ロ)はペネトレーション13に
対する補強リング材16Bの突合わせ固定部にリブ16
bを設けた場合を示すものである。一方、図5は補強リ
ングプレート16Aと同様なI型断面形状としたものを
補強リング帯16Cとして平板状に用いるようにしたも
ので、(イ)は容器壁部4aのペネトレーション13取
付け部の外面に、いわゆる鉢巻状に取り付けた場合を示
し、又、(ロ)はペネトレーション13に対する補強リ
ング帯16Cの突合わせ固定部にリブ16cを設けた場
合を示すものである。
Further, FIG. 4 (a) (b) and FIG. 5 (a).
(B) shows another embodiment of the present invention, and shows another modified example used in place of the reinforcing ring plate 16A. First, the one shown in FIG. 4 employs a reinforcing ring material 16B having a T-shaped cross section, and (a) shows the penetration 13 of the container wall 4a.
The case where the reinforcing ring material 16B is attached to the outer surface of the attachment portion in the circumferential direction is shown, and (B) shows the rib 16 at the butt fixing portion of the reinforcing ring material 16B to the penetration 13.
This is a case where b is provided. On the other hand, FIG. 5 shows a plate having an I-shaped cross section similar to that of the reinforcing ring plate 16A and used as a reinforcing ring band 16C in a flat plate shape. (A) shows the outer surface of the penetration wall 13a of the container wall 4a. 2 shows the case where it is attached in a so-called headband shape, and (b) shows the case where the rib 16c is provided at the butt fixing portion of the reinforcing ring band 16C with respect to the penetration 13.

【0021】これら図4(イ)(ロ)及び図5(イ)
(ロ)に示すような変形した補強材を用いても容器壁部
4aの剛性を高めることができる。
These FIG. 4 (a) (b) and FIG. 5 (a)
The rigidity of the container wall portion 4a can be increased even by using a deformed reinforcing material as shown in (b).

【0022】なお、上記各実施の形態では、補強リング
プレート16A、補強プレート15、補強リング材16
B、補強リング帯16C等の補強材を容器壁部4aの外
面に取り付けた場合を示したが、たとえば、図6に補強
リングプレート16Aをペネトレーション13の取付け
部に配設した場合の断面を示す如く、容器壁部4aの内
面に補強リングプレート16Aの如き補強材を取り付け
るようにしても同様の効果が得られること、又、上記実
施の形態では、ペネトレーション13の取付け位置に固
定した補強材はリング形状とした場合を示したが、ペネ
トレーション13の径によっては円弧形状に成形した所
要長さの補強材を用いるようにしてもよいこと、更に、
上記実施の形態では、容器壁部4aの円筒部に取り付け
てあるハッチ12及びペネトレーション13の取付け部
を対象とした場合を示したが、他の貫通部材の取付け部
に対しても同様に実施できること、その他本発明の要旨
を逸脱しない範囲内において種々変更を加え得ることは
勿論である。
In each of the above embodiments, the reinforcing ring plate 16A, the reinforcing plate 15, and the reinforcing ring member 16 are used.
B, the case where the reinforcing material such as the reinforcing ring band 16C is attached to the outer surface of the container wall portion 4a is shown. For example, FIG. 6 shows a cross section when the reinforcing ring plate 16A is arranged in the attachment portion of the penetration 13. As described above, the same effect can be obtained even if a reinforcing material such as the reinforcing ring plate 16A is attached to the inner surface of the container wall portion 4a. Further, in the above embodiment, the reinforcing material fixed at the attachment position of the penetration 13 is Although the ring shape is shown, depending on the diameter of the penetration 13, a reinforcing member having a required length formed in an arc shape may be used.
In the above embodiment, the case where the hatch 12 and the penetration 13 that are attached to the cylindrical portion of the container wall 4a are attached is shown, but the same can be applied to the attachments of other penetrating members. Needless to say, various changes can be made without departing from the scope of the present invention.

【0023】[0023]

【発明の効果】以上述べた如く、本発明の原子炉格納容
器によれば、容器壁部に取り付けてある貫通部材の取付
け部における外面又は内面に、周方向に延びる補強材を
取り付けた構成としてあるので、容器壁部の剛性を高め
ることができ、これにより地震等による膜振動の問題を
少なくすることができ、部分的に重量が大となっている
貫通部材取付け部分でも変位を小さく抑えることができ
て大きな応力が作用することを避けることができ、した
がって、鋼製容器の大型化を実現することができ、又、
上下方向に延びる補強材を付加すると、容器壁部の剛性
をより高くすることができ、更に、貫通部材に対する補
強材の固定部を径方向に張り出すように拡大させること
により、貫通部材の容器壁部に対する取付け剛性を高め
ることができる、という優れた効果を発揮する。
As described above, according to the reactor containment vessel of the present invention, a reinforcing member extending in the circumferential direction is attached to the outer surface or the inner surface of the attachment portion of the penetrating member attached to the vessel wall. Therefore, it is possible to increase the rigidity of the container wall, which can reduce the problem of membrane vibration due to earthquakes, etc., and suppress the displacement to be small even in the part where the penetrating member is attached, which is partially heavy. It is possible to prevent a large stress from being applied, and therefore, it is possible to increase the size of the steel container, and
By adding a reinforcing member extending in the up-down direction, the rigidity of the container wall can be further increased, and further, the fixing portion of the reinforcing member with respect to the penetrating member is enlarged so as to project in the radial direction, so that the container of the penetrating member is expanded. It has an excellent effect that the mounting rigidity to the wall can be increased.

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

【図1】本発明の原子炉格納容器の実施の一形態の概要
を示すもので、(イ)は図7のA部に相当する部分を拡
大して示す斜視図、(ロ)は(イ)のB−B矢視図であ
る。
1 shows an outline of an embodiment of a reactor containment vessel of the present invention, (a) is an enlarged perspective view showing a portion corresponding to a portion A of FIG. 7, and (b) is (a) ) Is a BB arrow view.

【図2】本発明の他の実施の形態を示す概要図である。FIG. 2 is a schematic diagram showing another embodiment of the present invention.

【図3】本発明の更に他の実施の形態を示す概要図であ
る。
FIG. 3 is a schematic diagram showing still another embodiment of the present invention.

【図4】補強材の他の形状例を示すもので、(イ)はT
型断面形状の補強リング材をペネトレーションの取付け
部に配設した例を示す斜視図、(ロ)はペネトレーショ
ンへの補強リング材の固定部を径方向に張り出させた場
合の平面図である。
FIG. 4 shows another example of the shape of the reinforcing material, (a) is T
FIG. 3 is a perspective view showing an example in which a reinforcing ring material having a mold cross-sectional shape is arranged at a mounting portion of a penetration, and (b) is a plan view when a fixing portion of the reinforcing ring material to the penetration is radially projected.

【図5】補強材の更に他の形状例を示すもので、(イ)
は平板状にして用いる補強リング帯をペネトレーション
の取付け部に配設した例を示す斜視図、(ロ)はペネト
レーションへの補強リング帯の固定部を径方向へ張り出
させた場合の平面図である。
FIG. 5 shows another example of the shape of the reinforcing material.
Is a perspective view showing an example of arranging a reinforcing ring band to be used as a flat plate at the attachment part of the penetration, and (b) is a plan view when the fixing part of the reinforcing ring band to the penetration is extended in the radial direction. is there.

【図6】補強材を容器壁部の内面に取り付けた状態の一
例を示す平面図である。
FIG. 6 is a plan view showing an example of a state in which a reinforcing material is attached to the inner surface of the container wall.

【図7】原子炉格納容器の一例を示す概要図である。FIG. 7 is a schematic diagram showing an example of a reactor containment vessel.

【符号の説明】[Explanation of symbols]

4 原子炉格納容器 4a 容器壁部 12 ハッチ(貫通部材) 13 ペネトレーション(貫通部材) 15 補強プレート(補強材) 16A 補強リングプレート(補強材) 16B 補強リング材(補強材) 16C 補強リング帯(補強材) 4 Reactor Containment Vessel 4a Vessel wall 12 Hatch (penetrating member) 13 Penetration (penetrating member) 15 Reinforcement plate (reinforcement material) 16A Reinforcement ring plate (reinforcement material) 16B Reinforcement ring material (reinforcement material) 16C Reinforcement ring band (reinforcement material) Material)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 鋼製の原子炉格納容器の容器壁部に貫通
させて取り付けてある貫通部材の取付け部における外面
又は内面に、周方向に延びる補強材を取り付け、且つ該
補強材を上記貫通部材に固定した構成を有することを特
徴とする原子炉格納容器。
1. A reinforcing member extending in a circumferential direction is attached to an outer surface or an inner surface of a mounting portion of a penetrating member which is penetratingly attached to a vessel wall portion of a steel reactor containment vessel, and the reinforcing material penetrates through the penetrating member. A reactor containment vessel having a structure fixed to a member.
【請求項2】 容器壁部に貫通させて取り付けた貫通部
材の取付け部の外面又は内面に、上下方向に延びる補強
材を取り付け、該補強材を上記貫通部材に固定した請求
項1記載の原子炉格納容器。
2. The atom according to claim 1, wherein a reinforcing member extending in a vertical direction is attached to an outer surface or an inner surface of a mounting portion of a penetrating member which is penetrating the container wall portion, and the reinforcing member is fixed to the penetrating member. Furnace containment vessel.
【請求項3】 貫通部材に固定する補強材の固定部を、
径方向に張り出すように拡大させた請求項1又は2記載
の原子炉格納容器。
3. A fixing portion of a reinforcing material fixed to the penetrating member,
The reactor containment vessel according to claim 1 or 2, which is enlarged so as to project in the radial direction.
JP7255733A 1995-09-08 1995-09-08 Primary containment vessel Pending JPH0980183A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7255733A JPH0980183A (en) 1995-09-08 1995-09-08 Primary containment vessel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7255733A JPH0980183A (en) 1995-09-08 1995-09-08 Primary containment vessel

Publications (1)

Publication Number Publication Date
JPH0980183A true JPH0980183A (en) 1997-03-28

Family

ID=17282881

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7255733A Pending JPH0980183A (en) 1995-09-08 1995-09-08 Primary containment vessel

Country Status (1)

Country Link
JP (1) JPH0980183A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010281795A (en) * 2009-06-08 2010-12-16 Ihi Corp Structure of large-diameter hatch
WO2011052435A1 (en) * 2009-10-30 2011-05-05 三菱重工業株式会社 Foundation for building in nuclear facilities and method for building foundation
CN115246234A (en) * 2022-06-24 2022-10-28 天津爱思达航天科技有限公司 Sectional integrated manufacturing method for thermoplastic composite material cabin

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010281795A (en) * 2009-06-08 2010-12-16 Ihi Corp Structure of large-diameter hatch
WO2011052435A1 (en) * 2009-10-30 2011-05-05 三菱重工業株式会社 Foundation for building in nuclear facilities and method for building foundation
JP2011095173A (en) * 2009-10-30 2011-05-12 Mitsubishi Heavy Ind Ltd Foundation for building in nuclear facilities and method for building foundation
CN102473465A (en) * 2009-10-30 2012-05-23 三菱重工业株式会社 Concrete foundations and methods of constructing concrete foundations for buildings of atomic energy facilities
US8402713B2 (en) 2009-10-30 2013-03-26 Mitsubishi Heavy Industries, Ltd. Foundation for building in nuclear facilities and method for building foundation
CN115246234A (en) * 2022-06-24 2022-10-28 天津爱思达航天科技有限公司 Sectional integrated manufacturing method for thermoplastic composite material cabin

Similar Documents

Publication Publication Date Title
JPH0980183A (en) Primary containment vessel
JPH09273377A (en) Segment for shaft ring
JP4074088B2 (en) Nuclear power plant construction method
JPH09195687A (en) segment
JP2002181982A (en) Liner structure and reactor containment vessel using the liner structure
JPH09250256A (en) Double shell tower structure
JP2575921B2 (en) Method for constructing top slab of containment vessel and containment vessel
JP4352071B2 (en) Construction method of reactor containment vessel
JP3222597B2 (en) Concrete structures in the containment vessel
JPH11247463A (en) Seismic retrofit method for Pilotei type RC building
JP3529962B2 (en) How to assemble the containment vessel
JP2001270594A (en) Flat bottom cylindrical tank
JPH06265658A (en) Joining structure of outer plate and rib of vacuum vessel in nuclear fusion equipment
JP2001242277A (en) Containment vessel tunnel structure
JPH05264772A (en) Method for constructing diaphragm floor
JPS6395388A (en) Nuclear reactor container
JPH0457240B2 (en)
JPH06242278A (en) Nuclear reactor structure
JPS62233790A (en) Nuclear-reactor pressure vessel pedestal
JPH11125697A (en) Storage vessel
JPS6324275B2 (en)
JP2001027685A (en) Reactor containment access tunnel movement absorber
JPH1020056A (en) Cryostat
JPS62157591A (en) Construction structure and method of container for nuclear reactor
JPS595994A (en) Reactor containment facility