JPS6270793A - Method of installing bent tube and installation structure thereof - Google Patents

Method of installing bent tube and installation structure thereof

Info

Publication number
JPS6270793A
JPS6270793A JP60210263A JP21026385A JPS6270793A JP S6270793 A JPS6270793 A JP S6270793A JP 60210263 A JP60210263 A JP 60210263A JP 21026385 A JP21026385 A JP 21026385A JP S6270793 A JPS6270793 A JP S6270793A
Authority
JP
Japan
Prior art keywords
reactor
vent pipe
reactor pressure
containment vessel
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.)
Granted
Application number
JP60210263A
Other languages
Japanese (ja)
Other versions
JPH0582910B2 (en
Inventor
山ノ井 孝三
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 Corp
Original Assignee
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 Corp filed Critical Toshiba Corp
Priority to JP60210263A priority Critical patent/JPS6270793A/en
Publication of JPS6270793A publication Critical patent/JPS6270793A/en
Publication of JPH0582910B2 publication Critical patent/JPH0582910B2/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

  • Structure Of Emergency Protection For Nuclear Reactors (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、原子力発電所等における原子炉格納容器の内
部にベント管を据え付けるためのベント管の据付方法お
よびその据付構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a vent pipe installation method and its installation structure for installing a vent pipe inside a reactor containment vessel in a nuclear power plant or the like.

〔発明の技術的背景〕[Technical background of the invention]

第3図は原子炉格納容器およびその内8II構造を示す
縦断面図であり、1は原子炉建屋マットを表わし、この
原子炉建屋マット1上には原子−炉格納容器2が設層さ
れている。この原子炉格納容器2は、原子炉建屋マット
1上に載設される原子炉格納容器円筒部2aと、原子炉
格納容器円筒部2a上に連設されるD;(子炉格納容器
上部2bと、原子炉格納容器上部2bに冠着される原子
炉格納容器ヘッド2Cとから構成される。また、原子炉
格納容器2内には、原子炉圧力容器(図示せず)を支持
する原子炉圧力容器ペデスタル3が立設され、さらに原
子炉圧力容器へデスタル3上には、原子炉圧力容器を囲
繞する生体遮蔽壁4が設置されている。一方、原子炉圧
ツノ容器ペデスタル3の周囲には、原子炉格納容器2内
を上方のドライウェル部5と下方の原子炉圧力抑制v6
とに区画するダイヤフラムフロア7が設置されている。
FIG. 3 is a vertical cross-sectional view showing the reactor containment vessel and its 8II structure, 1 represents a reactor building mat, and the reactor containment vessel 2 is layered on this reactor building mat 1. There is. This reactor containment vessel 2 includes a reactor containment vessel cylindrical part 2a placed on the reactor building mat 1, and a D; (child reactor containment vessel upper part 2b and a reactor containment vessel head 2C mounted on the upper part 2b of the reactor containment vessel.Inside the reactor containment vessel 2, there is a reactor head 2C that supports a reactor pressure vessel (not shown). A pressure vessel pedestal 3 is erected, and a biological shielding wall 4 surrounding the reactor pressure vessel is installed above the reactor pressure vessel pedestal 3. is the inside of the reactor containment vessel 2 between the upper dry well section 5 and the lower reactor pressure suppression v6.
A diaphragm floor 7 is installed which divides the area into two areas.

また、ダイヤフラムフロア7には、上下部に開口8aを
有し、この間口8aによってドライウェル部5と原子炉
圧力抑制室6とを連通させる複数のベント管8が垂設さ
れている(第4図)。
The diaphragm floor 7 has openings 8a at the top and bottom, and a plurality of vent pipes 8 are vertically installed to communicate the dry well section 5 and the reactor pressure suppression chamber 6 through the openings 8a. figure).

このような原子炉格納容器2およびその内部構造物は第
5図(A)に示す順序で建設される。
Such a reactor containment vessel 2 and its internal structure are constructed in the order shown in FIG. 5(A).

すなわち、原子炉建屋マット1の打設後、この原子炉建
屋マット1上に原子炉格納容器円筒部2aを据え付ける
。また、これと並行して、原子炉建屋マット1上に原子
炉圧力容器ペデスタル3を据え付ける。次いで、原子炉
圧力容器ペデスタル3の周囲にダイヤフラムフロア7を
据え付ける。
That is, after placing the reactor building mat 1, the reactor containment vessel cylindrical portion 2a is installed on the reactor building mat 1. In parallel with this, the reactor pressure vessel pedestal 3 is installed on the reactor building mat 1. Next, a diaphragm floor 7 is installed around the reactor pressure vessel pedestal 3.

その後、ダイヤフラムフロア7にベント管8を据え付け
、続いて、原子炉格納容器上部2bおよび生体遮蔽壁4
の据付工事と、原子炉格納容器2内の工事とを行なう。
After that, the vent pipe 8 is installed on the diaphragm floor 7, and then the reactor containment vessel upper part 2b and the biological shielding wall 4 are installed.
Installation work and work inside the reactor containment vessel 2 will be carried out.

また、原子炉格納容器上部2bの据付後、原子炉格納容
器ヘッド2cの据付と原子炉格納容器2の健全性を確認
するリークテスト(L/T)を行なう。そして、これら
の作業が全て完了した後、原子炉圧力容器ペデスタル3
上に原子炉圧力容器を据え付ける。
Further, after the installation of the reactor containment vessel upper part 2b, a leak test (L/T) is performed to confirm the installation of the reactor containment vessel head 2c and the soundness of the reactor containment vessel 2. After all these works are completed, the reactor pressure vessel pedestal 3
Install the reactor pressure vessel on top.

〔背景技術の問題点〕[Problems with background technology]

ところが、前述のようなベント管据付構造を持つもので
は、次のような問題点があった。
However, the vent pipe installation structure described above has the following problems.

すなわち、原子炉格納容器上部2bおよび生体遮蔽壁4
の据付工事は、ダイヤフラムフロア7の据付後ベント管
8を据え付けた後でなければ開始できず、しかもベント
管8は良くダイヤフラムフロア7上から据え付けなけれ
ばならないため、原子炉格納容器2およびその内部構造
物の建設が原子力発電所等の全建設工期におけるクリテ
ィカルパスとなっていた。
That is, the reactor containment vessel upper part 2b and the biological shielding wall 4
The installation work can only be started after the vent pipe 8 has been installed after the installation of the diaphragm floor 7, and since the vent pipe 8 must be installed from above the diaphragm floor 7, it is necessary to install the reactor containment vessel 2 and its interior. Construction of structures was the critical path for the entire construction period of nuclear power plants, etc.

〔発明の目的〕[Purpose of the invention]

本発明は上述した事情を考慮してなされたもので、原子
炉格納容器およびその内部構造物の建設工数の低減を通
じて建設工期を短縮させるとともに、建設作業の安全性
や作業能率を向上させたベン]・管据付方法およびその
据付構造を提供することを目的とする。
The present invention has been made in consideration of the above-mentioned circumstances, and is a vent that shortens the construction period by reducing the number of construction steps for the reactor containment vessel and its internal structures, and improves the safety and work efficiency of construction work. ] - The purpose is to provide a pipe installation method and its installation structure.

〔発明の概要〕[Summary of the invention]

本件第1番目の発明は、上述した目的を達成するために
、原子炉建屋マットの打設後、原子炉格納容器の円筒部
を据付番プるとともに、原子炉圧力容器ペデスタルの据
付作業を行ない、このペデスタル据付作業時にベント管
を組み込み、その後、前記原子炉圧力容器ペデスタルの
周囲にダイヤフラムフロアを付設することを特徴とする
ベント管の据付方法を提供するものである。
In order to achieve the above-mentioned object, the first invention of the present invention, after placing the reactor building mat, installs the cylindrical part of the reactor containment vessel and performs the installation work of the reactor pressure vessel pedestal. , provides a vent pipe installation method characterized in that the vent pipe is installed during the pedestal installation work, and then a diaphragm floor is attached around the reactor pressure vessel pedestal.

また、本件第2番目の発明は、原子炉圧ノ〕容器ペデス
タルの周囲に付設されたダイヤフラムフロアによってド
ライウェル部と原子炉圧力抑制室とに区画された原子炉
格納容器の内部に、前記ドライウェル部と前記原子炉圧
力抑制室とを連通させるベント管を据え付けるベント管
の据付構造において、前記ベント管を前記原子炉圧力容
器ペデスタルに組み込んだものである。
Further, the second invention of the present invention provides that the reactor containment vessel is partitioned into a dry well section and a reactor pressure suppression chamber by a diaphragm floor attached around the reactor pressure vessel pedestal. In the vent pipe installation structure for installing a vent pipe that communicates a well portion with the reactor pressure suppression chamber, the vent pipe is assembled into the reactor pressure vessel pedestal.

〔発明の実施例〕[Embodiments of the invention]

以下、本発明を図面に示ず実施例に基いて説明−する。 Hereinafter, the present invention will be explained based on examples not shown in the drawings.

第1図は本発明の実施例に係るベント管据付構造を適用
した原子炉格納容器およびぞの内部構造を示ず縦断面図
、第2図1ま第1図中のベント管据付構造の部分斜視図
であり、従来と同一部分には同一符号が付されている。
Fig. 1 is a vertical cross-sectional view of the reactor containment vessel to which the vent pipe installation structure according to the embodiment of the present invention is applied, and its internal structure, and Fig. 2 is a portion of the vent pipe installation structure in Fig. 1. It is a perspective view, and the same parts as the conventional one are given the same reference numerals.

この実施例のベント管据付構造が従来のそれと異なる点
は、ベント管8が原子炉圧力容器ペデスタル3に組み込
まれているところである。1なわち、原子炉圧力容器ペ
デスタル3にはその円周方向に沿って複数のベント管8
が配設されている。
The vent pipe installation structure of this embodiment differs from that of the conventional one in that the vent pipe 8 is incorporated into the reactor pressure vessel pedestal 3. 1. That is, the reactor pressure vessel pedestal 3 has a plurality of vent pipes 8 along its circumferential direction.
is installed.

このベント管8は、その中間部が原子炉圧力容器ペデス
タル3内に配された補強材9によって固定・支持されて
いる。
This vent pipe 8 is fixed and supported at its intermediate portion by a reinforcing member 9 disposed within the reactor pressure vessel pedestal 3.

この実施例によれば、原子炉格納容器2およびその内部
構造物は第5図(B)に示す順序で建設される。
According to this embodiment, the reactor containment vessel 2 and its internal structures are constructed in the order shown in FIG. 5(B).

すなわち、原子炉建屋マット1の打設模、この原子炉ぼ
屋マット1上に原子炉格納容器円筒部2aと原子炉圧力
容器ペデスタル3を据え付ける作業を並行して行なう。
That is, the casting model of the reactor building mat 1 and the installation of the reactor containment vessel cylindrical portion 2a and the reactor pressure vessel pedestal 3 on the reactor building mat 1 are performed in parallel.

また、これと並行して、ベント管8の原子炉圧力容器ペ
デスタル3内にベント管8を組み込む作業を行なう。次
いで、原子炉圧力容器ペデスタル3の周囲にダイヤフラ
ムフロア7を据え付ける。その後、原子炉格納容器上部
2bおよび生体遮蔽壁4の据付工事と、原子炉格納容器
2内の工事とを行なう。また、原子炉格納容器2bの据
付後、原子炉格納容器ヘッド2Cの据付と原子炉格納容
器2の健全性を確認するリークテスト(L/T)を行な
う。この原子炉格納容器2のL/T終了後に、一時中断
していた生体遮蔽壁4の据付工事と、原子炉格納容器2
内の工事とが行なわれる。そして、これらが全て完了し
た後、原子炉圧力容器ペデスタル3上に原子炉圧力容器
を据え付ける。
In addition, in parallel with this, the work of assembling the vent pipe 8 into the reactor pressure vessel pedestal 3 is performed. Next, a diaphragm floor 7 is installed around the reactor pressure vessel pedestal 3. After that, installation work of the reactor containment vessel upper part 2b and biological shielding wall 4, and work inside the reactor containment vessel 2 are performed. Further, after the installation of the reactor containment vessel 2b, a leak test (L/T) is performed to confirm the installation of the reactor containment vessel head 2C and the soundness of the reactor containment vessel 2. After the L/T of the reactor containment vessel 2 was completed, the installation work of the biological shielding wall 4, which had been temporarily suspended, and the
Internal construction work will be carried out. After all of these are completed, the reactor pressure vessel is installed on the reactor pressure vessel pedestal 3.

このようなベント管据付方法によれば、ベント管8は原
子炉圧力容器ペデスタル3に組み込まれているので、原
子炉格納容器上部2bおよび生体遮蔽壁4の据付工事等
をダイヤフラムフロア7の据付復心ちに開始でき、しか
もベント管8の取扱いも容易となる。したがって、原子
炉格納容器2およびその内部構造物の建設工期が大幅に
短縮化されるとともに、ベント管8の取扱い上の作業性
および安全性が著しく向上されることとなる。その結果
、原子力発電所等の建設工期の大幅な短縮化、その建設
の伴う費用の低減が図れることとなる。
According to such a vent pipe installation method, since the vent pipe 8 is built into the reactor pressure vessel pedestal 3, the installation work of the reactor containment vessel upper part 2b and the biological shielding wall 4, etc. can be carried out by the installation and reconstruction of the diaphragm floor 7. It can be started immediately and the vent pipe 8 can be easily handled. Therefore, the construction period for the reactor containment vessel 2 and its internal structures is significantly shortened, and the workability and safety in handling the vent pipe 8 are significantly improved. As a result, the construction period for nuclear power plants, etc. can be significantly shortened, and the costs associated with such construction can be reduced.

また、原子炉圧力抑制室6のスペースも広がることとな
り、その有効利用が可能となる。
Moreover, the space of the reactor pressure suppression chamber 6 is also expanded, and its effective use becomes possible.

なお、本発明は、図示の実施例に限定されるものではな
く、例えば原子炉格納容器2およびその内部構造物の!
a設順序は別のものであっても良く、さらにベント管8
の原子炉圧力容器ペデスタル3への組み込み方も別もの
であっても良い。
Note that the present invention is not limited to the illustrated embodiment, but includes, for example, the reactor containment vessel 2 and its internal structure!
a The installation order may be different, and the vent pipe 8
The method of incorporating the reactor pressure vessel pedestal 3 into the reactor pressure vessel pedestal 3 may also be different.

〔発明の効果〕〔Effect of the invention〕

以上詳細に説明したように本発明によれば、ベント管を
原子炉圧力容器ペデスタルに組み込んだので、原子炉格
納容器およびその内部構造物、ひいては原子力発電所等
の建設工数を削減することができ、その建設工期の大幅
な短縮化、そのぼ設に伴う費用の低減が図れる。
As explained in detail above, according to the present invention, since the vent pipe is incorporated into the reactor pressure vessel pedestal, it is possible to reduce the construction man-hours of the reactor containment vessel and its internal structures, and by extension, of the nuclear power plant, etc. , the construction period can be significantly shortened, and the costs associated with the erection can be reduced.

また、従来のように、ダイヤフラムフロア付設後に、こ
のダイヤフラムフロアに取扱いが面倒なベント管を据付
ける作業が不要となるので、原子炉格納容器内の作業環
境が改善され、建設作業の安全性や作業能率を向上させ
ることができる。
In addition, it is no longer necessary to install a vent pipe, which is difficult to handle, on the diaphragm floor after the diaphragm floor has been installed, as was the case in the past, which improves the working environment inside the reactor containment vessel and improves the safety of construction work. Work efficiency can be improved.

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

第1図は本発明の実施例に係るベント管据付構造を適用
した原子炉格納容器およびその内部構造を示す図、第2
図は第1図中のベント管据付構造の部分斜視図、第3図
は従来の原子炉格納容器およびその内部構造を示す縦断
面図、第4図は第3図の原子炉格納容器およびその内部
構造の部分切欠き平面図、第5図(A)および(8)は
本発明および従来の原子炉格納容器およびその内部構造
物の建設順序を示す図である。 2・・・原子炉格納容器、3・・・原子炉圧ノj容器ペ
デスタル、5・・・ドライウェル部、6・・・原子炉圧
力抑制室、7・・・ダイヤフラムフロア、8・・・ベン
ト管、8a・・・開口。 出願人代理人   波 多 野   久第1図 第2図 第3図 第4図 手続ネ市正書 〈方式) 昭和61年 /月J3/日 特 許 庁 長 官     宇  賀  道  部 
  1&l    メ、1、事件の表示 昭和60年特許願第210263号 2、発明の名称 ベント管の据付方法およびその据付構造3、補正をJる
者 (発送日 昭和61年1月28日) 6、補正の対象 明細書の「発明の詳細な説明」および 1図面の簡単な説明」の欄 7、補正の内容 (1)明細書中東3頁第13行記載の「第5図(A)」
を「第5図の(A)」に、IFl書第7頁第1行記載の
「第5図(B)」を「第5図の(B)」にそれぞれ訂正
する。 (2)同書第9頁末行2載の「第5図(A>および(B
)Jを「第5図」に訂正する。
Fig. 1 is a diagram showing a reactor containment vessel to which a vent pipe installation structure according to an embodiment of the present invention is applied, and its internal structure;
The figure is a partial perspective view of the vent pipe installation structure in Figure 1, Figure 3 is a vertical sectional view showing the conventional reactor containment vessel and its internal structure, and Figure 4 is the reactor containment vessel in Figure 3 and its internal structure. Partial cutaway plan views of the internal structure, FIGS. 5(A) and 5(8), are diagrams showing the construction sequence of the present invention and the conventional reactor containment vessel and its internal structure. 2...Reactor containment vessel, 3...Reactor pressure vessel pedestal, 5...Dry well section, 6...Reactor pressure suppression chamber, 7...Diaphragm floor, 8... Vent pipe, 8a...opening. Applicant's agent Hisashi Hatano Figure 1 Figure 2 Figure 3 Figure 4 Procedure Nei City Official Book (Method) 1986/Month J3/Japan Patent Office Commissioner Uga Michi Department
1 & l Me, 1. Indication of the case Patent Application No. 210263 of 1985 2. Name of the invention Vent pipe installation method and its installation structure 3. Person making the amendment (shipment date: January 28, 1985) 6. Column 7 of “Detailed Description of the Invention” and Brief Explanation of One Drawing” of the specification to be amended, contents of the amendment (1) “Figure 5 (A)” described in line 13 of page 3 of the Middle East specification
shall be corrected to ``Figure 5 (A)'' and ``Figure 5 (B)'' written in the first line of page 7 of the IFI book to ``Figure 5 (B)''. (2) “Figure 5 (A> and (B)
) Correct J to "Figure 5".

Claims (1)

【特許請求の範囲】 1、原子炉建屋マットの打設後、原子炉格納容器の円筒
部を据付けるとともに、原子炉圧力容器ペデスタルの据
付作業を行ない、このペデスタル据付作業時にベント管
を組み込み、その後、前記原子炉圧力容器ペデスタルの
周囲にダイヤフラムフロアを付設することを特徴とする
ベント管の据付方法。 2、原子炉圧力容器ペデスタルの周囲に付設されたダイ
ヤフラムフロアによってドライウェル部と原子炉圧力抑
制室とに区画された原子炉格納容器の内部に、前記ドラ
イウェル部と前記原子炉圧力抑制室とを連通させるベン
ト管を据え付けるベント管の据付構造において、前記ベ
ント管を前記原子炉圧力容器ペデスタルに組み込んだこ
とを特徴とするベント管の据付構造。
[Claims] 1. After placing the reactor building mat, install the cylindrical part of the reactor containment vessel, and also install the reactor pressure vessel pedestal, and incorporate the vent pipe during the pedestal installation work, A method for installing a vent pipe, comprising: thereafter, attaching a diaphragm floor around the reactor pressure vessel pedestal. 2. Inside the reactor containment vessel, which is divided into a dry well section and a reactor pressure suppression chamber by a diaphragm floor attached around the reactor pressure vessel pedestal, the dry well section and the reactor pressure suppression chamber are installed. 1. A vent pipe installation structure for installing a vent pipe communicating with the reactor pressure vessel, wherein the vent pipe is installed in the reactor pressure vessel pedestal.
JP60210263A 1985-09-25 1985-09-25 Method of installing bent tube and installation structure thereof Granted JPS6270793A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60210263A JPS6270793A (en) 1985-09-25 1985-09-25 Method of installing bent tube and installation structure thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60210263A JPS6270793A (en) 1985-09-25 1985-09-25 Method of installing bent tube and installation structure thereof

Publications (2)

Publication Number Publication Date
JPS6270793A true JPS6270793A (en) 1987-04-01
JPH0582910B2 JPH0582910B2 (en) 1993-11-22

Family

ID=16586489

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60210263A Granted JPS6270793A (en) 1985-09-25 1985-09-25 Method of installing bent tube and installation structure thereof

Country Status (1)

Country Link
JP (1) JPS6270793A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5673389A (en) * 1979-11-20 1981-06-18 Tokyo Shibaura Electric Co Pressure suppression device of nuclear reactor container
JPS56120982A (en) * 1980-02-28 1981-09-22 Tokyo Shibaura Electric Co Nuclear reactor container
JPS61173193A (en) * 1985-01-28 1986-08-04 株式会社日立製作所 Container for nuclear reactor
JPS6243595A (en) * 1985-08-20 1987-02-25 株式会社東芝 Method of construction of diaphragm floor

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5673389A (en) * 1979-11-20 1981-06-18 Tokyo Shibaura Electric Co Pressure suppression device of nuclear reactor container
JPS56120982A (en) * 1980-02-28 1981-09-22 Tokyo Shibaura Electric Co Nuclear reactor container
JPS61173193A (en) * 1985-01-28 1986-08-04 株式会社日立製作所 Container for nuclear reactor
JPS6243595A (en) * 1985-08-20 1987-02-25 株式会社東芝 Method of construction of diaphragm floor

Also Published As

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JPH0582910B2 (en) 1993-11-22

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