JP2635829B2 - Support structure inside the PCV - Google Patents

Support structure inside the PCV

Info

Publication number
JP2635829B2
JP2635829B2 JP3003078A JP307891A JP2635829B2 JP 2635829 B2 JP2635829 B2 JP 2635829B2 JP 3003078 A JP3003078 A JP 3003078A JP 307891 A JP307891 A JP 307891A JP 2635829 B2 JP2635829 B2 JP 2635829B2
Authority
JP
Japan
Prior art keywords
communication hole
horizontal beam
containment vessel
support structure
pedestal
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 - Lifetime
Application number
JP3003078A
Other languages
Japanese (ja)
Other versions
JPH04242192A (en
Inventor
中丸  哲也
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 JP3003078A priority Critical patent/JP2635829B2/en
Publication of JPH04242192A publication Critical patent/JPH04242192A/en
Application granted granted Critical
Publication of JP2635829B2 publication Critical patent/JP2635829B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • 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)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[発明の目的][Object of the Invention]

【0002】[0002]

【産業上の利用分野】本発明は沸騰水型原子炉の原子炉
格納容器内に立設されたペデスタルの連通孔内に配管,
ケーブル,ダクト等配設物を支持するための原子炉格納
容器内支持構造体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe and a pedestal installed in a reactor vessel of a boiling water reactor.
TECHNICAL FIELD The present invention relates to a support structure in a reactor containment vessel for supporting an arrangement such as a cable and a duct.

【0003】[0003]

【従来の技術】改良型沸騰水型原子炉の原子炉格納容器
の形状は図4に示したように角形形状を呈しており、こ
の原子炉格納容器1内には中央部に筒状ペデスタル2
と、このペデスタル2に立設された原子炉圧力容器3
と、下部にサプレッションチェンバ4が設けられてい
る。
2. Description of the Related Art A reactor containment vessel of an improved boiling water reactor has a rectangular shape as shown in FIG.
And the reactor pressure vessel 3 erected on the pedestal 2
And a suppression chamber 4 is provided below.

【0004】サプレッションチェンバ4内にはベント管
5が設けられており、このベント管5はペデスタル2に
形成された連通孔6と連通している。連通孔6の横断面
形状は図5に示したように上辺が約2m,下辺が 1.5
m,高さが約1mの台形に近似した扇形をしており、連
通孔6の長さは約8mである。原子炉圧力容器3を支持
するペデスタル2の上下方向に配置されている。
A vent pipe 5 is provided in the suppression chamber 4, and the vent pipe 5 communicates with a communication hole 6 formed in the pedestal 2. As shown in FIG. 5, the cross section of the communication hole 6 has an upper side of about 2 m and a lower side of 1.5 m.
m, a fan shape approximating a trapezoid with a height of about 1 m, and the length of the communication hole 6 is about 8 m. The pedestal 2 supporting the reactor pressure vessel 3 is arranged in the vertical direction.

【0005】なお、図中7は吐出管、8はドライウェ
ル、9はウェットウェルをそれぞれ示している。
In the drawings, reference numeral 7 denotes a discharge pipe, 8 denotes a dry well, and 9 denotes a wet well.

【0006】[0006]

【発明が解決しようとする課題】ところで、ペデスタル
2に設けられた連通孔6は非常に狭く且つ深く、従来例
では連通孔6内での配管等の配設物の据付け・溶接等の
作業が困難且つ危険で、多くの時間を必要としている。
また、連通孔6は事故時にドライウェル8内の蒸気がサ
プレッションチェンバ4へ流れる流路となっている。連
通孔8内に配設された配管,ケーブル,ダクト等の配設
物及びこれらを支持する構造体による連通孔の断面積減
少分を除いた自由流路断面積が連通孔の下部に設けたベ
ント管5の断面積以上でなければ沸騰水型原子炉格納容
器1の重大な機能であるドライウェル8からサプレッシ
ョンチェンバ4内へのスムーズな蒸気排出及び蒸気凝縮
による圧力抑制が困難となる。
By the way, the communication hole 6 provided in the pedestal 2 is very narrow and deep, and in the conventional example, the work such as installation and welding of the piping and the like in the communication hole 6 is performed. Difficult, dangerous and time consuming.
The communication hole 6 is a flow path through which the steam in the dry well 8 flows to the suppression chamber 4 at the time of an accident. The free flow path cross-sectional area excluding the reduction of the cross-sectional area of the communication hole due to the pipes, cables, ducts, and other components provided in the communication hole 8 and the structure supporting these is provided below the communication hole. Unless the cross-sectional area is larger than the vent pipe 5, it is difficult to smoothly discharge steam from the dry well 8 into the suppression chamber 4 and suppress pressure by steam condensation, which are important functions of the boiling water reactor containment vessel 1.

【0007】従って、従来例では連通孔6の自由流路断
面積がベント管5の断面積を下廻っている課題がある。
Therefore, in the conventional example, there is a problem that the cross-sectional area of the free passage of the communication hole 6 is smaller than the cross-sectional area of the vent pipe 5.

【0008】本発明は上記課題を解決するためになされ
たもので、連通孔内への配設物の据付けが安全で且つ容
易で、しかも短時間に行うことができ、もって沸騰水型
原子炉格納容器の機能を十分に発揮できる原子炉格納容
器内支持構造体を提供することにある。 [発明の構成]
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is possible to safely and easily install an object in a communication hole in a short time. An object of the present invention is to provide a support structure in a reactor containment vessel that can sufficiently exhibit the function of the containment vessel. [Configuration of the Invention]

【0009】[0009]

【課題を解決するための手段】本発明は原子炉格納容器
内に立設されたペデスタルの連通孔内に挿着され配設物
を支持する原子炉格納容器内支持構造体において、前記
連通孔内に挿通自在の形状に枠組された水平梁と、この
水平梁に取着されて立設された前記連通孔の長手方向に
沿う長さを有する複数の支柱と、この複数の支柱と水平
梁とで形成されたユニット構造体と、このユニット構造
体に取着されたダクト,ケーブルコンジット,ケーブル
シュート及び配管等の配設物を固定する支持部材と、前
記水平梁に取着されたプラットホームと、前記支柱の外
側面に設けられ前記ペデスタルの連通孔の内壁面に圧接
する形状記憶合金製拘束部材とからなることを特徴とす
る。
SUMMARY OF THE INVENTION The present invention relates to a support structure in a reactor containment vessel, which is inserted into a communication hole of a pedestal erected in a reactor containment vessel and supports an arrangement. A horizontal beam framed in a shape that can be inserted into the horizontal beam, a plurality of columns having a length along a longitudinal direction of the communication hole that is attached to the horizontal beam and erected, and the plurality of columns and the horizontal beam And a support member for fixing objects such as ducts, cable conduits, cable chutes and pipes attached to the unit structure, and a platform attached to the horizontal beam. And a shape memory alloy restraining member provided on the outer surface of the support and pressed against the inner wall surface of the communication hole of the pedestal.

【0010】[0010]

【作用】水平梁と複数本の支柱とで組立てられたユニッ
ト構造体に連通孔内に配設される配管等の配設物を固定
して連通孔内へ一括一体で搬入する。これによって安全
且つ容易で短時間に搬入・据付け作業を完了できる。
In the unit structure assembled with the horizontal beam and the plurality of columns, the objects such as pipes provided in the communication hole are fixed, and are collectively and integrally carried into the communication hole. Thus, the loading / installing operation can be completed safely, easily and in a short time.

【0011】加えてユニット構造体による支持方法で自
重支持と水平方向拘束の機能を分離させ、別々の部位に
持たせたことにより連通孔内へユニット構造体搬入後の
溶接作業を最小限にでき、容易で短時間に据付け作業を
完了する。
In addition, the function of supporting the own weight and the function of restraining in the horizontal direction are separated by the supporting method by the unit structure, and the welding work after the unit structure is carried into the communication hole can be minimized by providing the functions in separate parts. Complete the installation work easily and quickly.

【0012】また、配管等の直接支持部材及び人間が降
り立つプラットホームの設定レベルを幾つかのグループ
に分けて設置することにより、連通孔のどの断面におい
ても自由流路断面積がベント管の断面積を下廻ることが
なく、沸騰水型原子炉格納容器の機能を十分に確保でき
る。
In addition, by setting the set levels of the direct support member such as a pipe and the platform on which a person descends in several groups, the cross-sectional area of the free passage can be reduced in any cross section of the communication hole. And the function of the boiling water reactor containment vessel can be sufficiently ensured.

【0013】[0013]

【実施例】図1から図3を参照しながら本発明に係る原
子炉格納容器内支持構造物の一実施例を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of a support structure in a containment vessel according to the present invention will be described with reference to FIGS.

【0014】図1は本発明の全体を示す斜視図、図2は
連通孔内に図1の支持構造体が挿着された状態を示す上
面図、図3は図1の要部を示す立面図である。
FIG. 1 is a perspective view showing the whole of the present invention, FIG. 2 is a top view showing a state where the support structure of FIG. 1 is inserted into a communication hole, and FIG. 3 is a vertical view showing a main part of FIG. FIG.

【0015】図1において、符号10は図5に示したペデ
スタルの連通孔6の断面積より若干小さく連通孔6内を
上下に挿通自在にほぼ扇形に枠組された水平梁を示して
いる。水平梁10の角部にはそれぞれ4本の支柱11が立体
的なやぐら状に一体的に結束されてユニット構造体12が
形成されている。水平梁10には作業員が降り立つための
プラットホーム13が載置固定され、また、水平梁10の水
平方向端部には連通孔6の内面と接する当て板14が接続
されている。支柱11には配管15,ダクト16,ケーブルコ
ンジット17及びケーブルシュート18等の配設物を支える
ための支持部材19が上下方向に間隔をもって任意の位置
に設けられている。水平梁10の側面にはペデスタルの連
通孔6の内壁面に圧接する形状記憶合金製拘束部材20が
取着されている。なお、支柱11は必ずしも4本必要とす
るものではなく、水平梁10,配設物及び支持部材19等を
支持できる強度を有していれば3本でもよく、また、そ
の間隔も任意に選択できる。
In FIG. 1, reference numeral 10 denotes a horizontal beam which is slightly smaller than the cross-sectional area of the communication hole 6 of the pedestal shown in FIG. At each corner of the horizontal beam 10, four columns 11 are integrally united in a three-dimensional scaffold to form a unit structure 12. A platform 13 on which the worker gets down is mounted and fixed to the horizontal beam 10, and a contact plate 14 that is in contact with the inner surface of the communication hole 6 is connected to a horizontal end of the horizontal beam 10. A support member 19 for supporting an arrangement such as a pipe 15, a duct 16, a cable conduit 17, and a cable chute 18 is provided at an arbitrary position in the up and down direction with an interval in the vertical direction. A restraining member 20 made of a shape memory alloy is attached to a side surface of the horizontal beam 10 and pressed against the inner wall surface of the communication hole 6 of the pedestal. The number of the support columns 11 is not necessarily four, but may be three as long as it has a strength capable of supporting the horizontal beam 10, the arrangement, the support member 19, and the like. it can.

【0016】しかして、上記構成の原子炉格納容器内支
持構造体12の支柱11は連通孔12の底部に設置されたブラ
ケット21上に設置され、水平方向の移動は水平梁10と連
通孔6の内壁面によって拘束される。
Thus, the column 11 of the support structure 12 in the containment vessel having the above-described configuration is installed on the bracket 21 installed at the bottom of the communication hole 12, and the horizontal movement is performed by the horizontal beam 10 and the communication hole 6. Is restrained by the inner wall surface.

【0017】拘束部材20は水平梁10の片端部に細長い平
板の短尺方向がU字状に折り曲げられて長手方向に接し
て取着され、形状記憶合金により運転時の雰囲気温度
で、この形状記憶合金が変形する力を用いて連通孔6の
内壁面に押圧し固定する仕組になっている。
The restraining member 20 is attached to one end of the horizontal beam 10 in such a manner that the short direction of the elongated flat plate is bent in a U-shape and is in contact with the longitudinal direction, and the shape memory alloy is used at the ambient temperature during operation. The structure is such that the alloy is pressed against and fixed to the inner wall surface of the communication hole 6 by using a deforming force.

【0018】上記実施例によれば予めユニット構造体12
を組立てることによって連通孔6内へ搬入することがで
き、しかも非常に狭い断面積の連通孔6内での作業がユ
ニット構造体12とブラケット21の溶接作業のみで済むこ
とになる。従って、工期短縮の面で非常に効果的である
だけでなく連通孔6内での作業工程が減少し安全上から
も効果的である。
According to the above embodiment, the unit structure 12
Can be carried into the communication hole 6 and the work in the communication hole 6 having a very narrow cross-sectional area can be performed only by the welding work of the unit structure 12 and the bracket 21. Therefore, not only is it very effective in shortening the construction period, but also the number of working steps in the communication hole 6 is reduced, which is also effective from the viewpoint of safety.

【0019】また、グループ分けされた支持部材及びプ
ラットホーム13は各々設置レベルが異なっているため、
連通孔6の自由流路断面積の減少は最少とすることがで
きる。これにより事故時ドライウェル8内で発生した蒸
気は連通孔6内で流路閉塞することなくベント管5を通
じサプレッションチェンバ4へスムーズに導かれ、沸騰
水型原子炉格納容器1の機能が確保される。
Further, since the support members and the platforms 13 which are divided into groups have different installation levels,
The reduction in the free flow path cross-sectional area of the communication hole 6 can be minimized. Thereby, the steam generated in the dry well 8 at the time of the accident is smoothly guided to the suppression chamber 4 through the vent pipe 5 without blocking the flow passage in the communication hole 6, and the function of the boiling water reactor containment vessel 1 is secured. You.

【0020】[0020]

【発明の効果】本発明によれば連通孔内へ配管等の配設
物の据付けが安全且つ安易で、しかも短時間に行うこと
ができ、もって沸騰水型原子炉格納容器の機能を十分に
発揮することができる。
According to the present invention, the installation of pipes and the like in the communication hole can be carried out safely, easily, and in a short time, so that the function of the boiling water reactor containment vessel can be sufficiently achieved. Can be demonstrated.

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

【図1】本発明に係る原子炉格納容器内支持構造物の一
実施例を示す斜視図。
FIG. 1 is a perspective view showing one embodiment of a support structure in a containment vessel according to the present invention.

【図2】図1の上面図。FIG. 2 is a top view of FIG. 1;

【図3】図1の要部を示す立面図。FIG. 3 is an elevation view showing a main part of FIG. 1;

【図4】原子炉格納容器内を概略的に示す縦断面図。FIG. 4 is a longitudinal sectional view schematically showing the inside of a reactor containment vessel.

【図5】図4における連通孔を拡大して示す上面図。FIG. 5 is an enlarged top view showing the communication hole in FIG. 4;

【符号の説明】[Explanation of symbols]

1…原子炉格納容器、2…ペデスタル、3…原子炉圧力
容器、4…サプレッションチェンバ、5…ベント管、6
…連通孔、7…吐出管、8…ドライウェル、9…ウェッ
トウェル、10…水平梁、11…支柱、12…ユニット構造
体、13…プラットホーム、14…当て板、15…配管、16…
ダクト、17…ケーブルコンジット、18…ケーブルシュー
ト、19…支持部材、20…形状記憶合金製拘束部材、21…
ブラケット。
DESCRIPTION OF SYMBOLS 1 ... Containment vessel, 2 ... Pedestal, 3 ... Reactor pressure vessel, 4 ... Suppression chamber, 5 ... Vent pipe, 6
... Communication hole, 7 ... Discharge pipe, 8 ... Dry well, 9 ... Wet well, 10 ... Horizontal beam, 11 ... Prop, 12 ... Unit structure, 13 ... Platform, 14 ... Plate plate, 15 ... Piping, 16 ...
Duct, 17… Cable conduit, 18… Cable chute, 19… Support member, 20… Shape memory alloy restraint member, 21…
bracket.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 原子炉格納容器内に立設されたペデスタ
ルの連通孔内に挿着され配設物を支持する原子炉格納容
器内支持構造体において、前記連通孔内に挿通自在の形
状に枠組された水平梁と、この水平梁に取着されて立設
された前記連通孔の長手方向に沿う長さを有する複数の
支柱と、この複数の支柱と水平梁とで形成されたユニッ
ト構造体と、このユニット構造体に取着されたダクト,
ケーブルコンジット,ケーブルシュート及び配管等の配
設物を固定する支持部材と、前記水平梁に取着されたプ
ラットホームと、前記支柱の外側面に設けられ前記ペデ
スタルの連通孔の内壁面に圧接する形状記憶合金製拘束
部材とからなることを特徴とする原子炉格納容器内支持
構造体。
1. A reactor containment vessel support structure which is inserted into a communication hole of a pedestal erected in a reactor containment vessel and supports an arrangement, has a shape which can be inserted into the communication hole. A unit structure formed by a framed horizontal beam, a plurality of columns having a length along a longitudinal direction of the communication hole which is attached to and erected from the horizontal beam, and the plurality of columns and the horizontal beam Body and duct attached to this unit structure,
A support member for fixing an arrangement such as a cable conduit, a cable chute, and a pipe; a platform attached to the horizontal beam; and a shape provided on an outer surface of the column and pressed against an inner wall surface of a communication hole of the pedestal. A support structure in a containment vessel, comprising a memory alloy restraining member.
JP3003078A 1991-01-16 1991-01-16 Support structure inside the PCV Expired - Lifetime JP2635829B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3003078A JP2635829B2 (en) 1991-01-16 1991-01-16 Support structure inside the PCV

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3003078A JP2635829B2 (en) 1991-01-16 1991-01-16 Support structure inside the PCV

Publications (2)

Publication Number Publication Date
JPH04242192A JPH04242192A (en) 1992-08-28
JP2635829B2 true JP2635829B2 (en) 1997-07-30

Family

ID=11547309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3003078A Expired - Lifetime JP2635829B2 (en) 1991-01-16 1991-01-16 Support structure inside the PCV

Country Status (1)

Country Link
JP (1) JP2635829B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2013150750A1 (en) * 2012-04-03 2015-12-17 株式会社東芝 Reactor pressure vessel penetration protection structure and reactor

Also Published As

Publication number Publication date
JPH04242192A (en) 1992-08-28

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