JP2003035792A - Reactor renewal construction method for nuclear power facility - Google Patents

Reactor renewal construction method for nuclear power facility

Info

Publication number
JP2003035792A
JP2003035792A JP2001219420A JP2001219420A JP2003035792A JP 2003035792 A JP2003035792 A JP 2003035792A JP 2001219420 A JP2001219420 A JP 2001219420A JP 2001219420 A JP2001219420 A JP 2001219420A JP 2003035792 A JP2003035792 A JP 2003035792A
Authority
JP
Japan
Prior art keywords
reactor
pressure vessel
nuclear power
nuclear
reactor pressure
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
JP2001219420A
Other languages
Japanese (ja)
Inventor
Naoyuki Shimizu
直行 清水
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 JP2001219420A priority Critical patent/JP2003035792A/en
Publication of JP2003035792A publication Critical patent/JP2003035792A/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

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a reactor renewal construction method for nuclear power facility which facilitates the shipping of a reactor having passed its durability and sending in and placing of a new reactor. SOLUTION: A reactor pressure vessel 10 placed in a reactor building 1 and having passed its durability is combined with a reactor shield wall 20 by an upper combiner 40 and a lower combiner 50 and is lifted with a crane by way of a lifting metal 60 tightened together by fixing bolt 14 of a pressure vessel upper lid 10A.

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、原子力発電施設に
おいて老朽化した原子炉を更新する工法に関し、詳しく
は、原子炉圧力容器の搬出及び搬入する工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for replacing an aged reactor in a nuclear power plant, and more particularly to a method for carrying out and carrying in a reactor pressure vessel.

【0002】[0002]

【従来の技術】原子力発電施設では、その耐用寿命は原
子炉の耐用寿命に依存する。原子炉の設計耐用期間を経
過した原子力発電施設は、老朽化した原子炉を廃炉して
廃止措置しなければならない。
2. Description of the Related Art In a nuclear power plant, its service life depends on the service life of the nuclear reactor. Nuclear power generation facilities that have passed the design life of the reactor must be decommissioned by decommissioning the aging reactor.

【0003】ところで、原子力発電施設を廃棄した場
合、電力供給量を確保するために新たな発電施設の設置
が必要となるが、近時、新規の場所への新たな原子力発
電施設の建設は多大な時間及びコストを要すると共に設
置場所の選定に困難が予想されるため、既存の施設の原
子炉を更新することが望まれる。
By the way, when a nuclear power generation facility is abandoned, it is necessary to install a new power generation facility in order to secure the amount of power supply, but recently, a new nuclear power generation facility is newly constructed in a new place. It is expected that it will take a lot of time and cost and that it will be difficult to select the installation site.

【0004】既存の施設の原子炉を更新するには、廃炉
する原子炉の圧力容器及び炉内構造物を所定の大きさに
解体して搬出し、新たな原子炉を据え付けすることが考
えられる。
In order to upgrade the reactor of the existing facility, it is considered to disassemble the pressure vessel and reactor internals of the decommissioned reactor to a predetermined size and carry them out, and install a new reactor. To be

【0005】[0005]

【発明が解決しようとする課題】しかしながら、原子炉
を解体して搬出する作業は、放射線による被ばくを防い
で行わなければならないために、極めて面倒であるとい
う問題がある。
However, there is a problem that the work of dismantling and carrying out a nuclear reactor is extremely troublesome because it must be performed while preventing exposure to radiation.

【0006】本発明は、上記解決課題に鑑みてなされた
ものであって、耐用期間を経過した原子炉の搬出及び新
たな原子炉の搬入設置を容易に行うことのできる原子力
発電施設の原子炉更新工法を提供することを目的とす
る。
[0006] The present invention has been made in view of the above-mentioned problems to be solved, and it is possible to easily carry out a reactor whose useful life has expired and carry in and install a new reactor in a nuclear power generation facility. The purpose is to provide a renewal method.

【0007】[0007]

【課題を解決するための手段】上記目的を達成する本発
明に係る原子力発電施設の原子炉更新工法は、原子力発
電施設の原子炉更新時において、炉内構造物を含む原子
炉圧力容器と、その周囲の原子炉遮蔽壁とを結合手段に
よって結合し、一体で原子炉建屋から搬出することを特
徴とする。
Means for Solving the Problems A nuclear reactor renewal method for a nuclear power generation facility according to the present invention which achieves the above object, is a reactor pressure vessel including an internal structure at the time of nuclear reactor renewal of a nuclear power generation facility, It is characterized in that it is connected to the surrounding reactor shield wall by a connecting means and is carried out integrally from the reactor building.

【0008】また、原子力発電施設の原子炉更新時にお
いて、炉内構造物を含む原子炉圧力容器と、その周囲の
原子炉遮蔽壁とを結合手段によって結合し、一体で原子
炉建屋に搬入することを特徴とする。
Further, when the nuclear reactor of the nuclear power generation facility is renewed, the reactor pressure vessel including the reactor internals and the surrounding reactor shielding wall are connected by a connecting means, and the reactor pressure vessel is integrally carried into the reactor building. It is characterized by

【0009】更に、上記結合手段は、上記原子炉遮蔽壁
に固定された結合部材が、上記原子炉圧力容器の上部周
囲に突設されたスタビライザーブラケットに結合するよ
う構成されていることを特徴とする。
Further, the coupling means is configured such that the coupling member fixed to the reactor shielding wall is coupled to a stabilizer bracket projecting around the upper portion of the reactor pressure vessel. To do.

【0010】また、上記結合手段は、上記原子炉遮蔽壁
に固定された結合部材が上記原子炉圧力容器の上部周囲
に突設されたスタビライザーブラケットに結合すると共
に、前記原子炉圧力容器に固定された支持部材が前記原
子炉遮蔽壁に開口した管路貫通開口部の上縁に係合する
よう構成されていることを特徴とする。
Further, in the coupling means, a coupling member fixed to the reactor shielding wall is coupled to a stabilizer bracket projecting around an upper portion of the reactor pressure vessel and is fixed to the reactor pressure vessel. The support member is configured to engage with an upper edge of the conduit passage opening opening in the reactor shield wall.

【0011】[0011]

【発明の実施の形態】以下、添付図面を参照して本発明
の実施の形態について説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0012】図1は本発明に係る原子力発電施設の原子
炉更新工法を適用した原子炉圧力容器の搬出方法を説明
する概念図、図2は原子炉圧力容器の拡大図である。
FIG. 1 is a conceptual diagram for explaining a method for carrying out a reactor pressure vessel to which the nuclear reactor renewal method of the present invention is applied, and FIG. 2 is an enlarged view of the reactor pressure vessel.

【0013】図示原子力発電施設の原子炉建屋1は、コ
ンクリートによって格納容器2が構築されており、その
内部に原子炉圧力容器10が配設されている。原子炉圧
力容器10の周囲には鋼板製外面板の内部にコンクリー
トが充填打設されて成る円筒状の原子炉遮蔽壁20が覆
うように立設されている。
In a reactor building 1 of the illustrated nuclear power generation facility, a containment vessel 2 is constructed of concrete, and a reactor pressure vessel 10 is arranged inside the containment vessel 2. Around the reactor pressure vessel 10, a cylindrical reactor shielding wall 20 is installed upright so as to cover the inside of a steel plate outer surface plate with concrete.

【0014】原子炉圧力容器10には、原子炉遮蔽壁2
0に形成された貫通口21を介して配管された複数の管
路11がその周面に接続され、下側に制御棒駆動機構1
2が設けられている。
The reactor pressure vessel 10 includes a reactor shield wall 2
A plurality of pipelines 11 that are piped through through-holes 21 formed in 0 are connected to the peripheral surface thereof, and the control rod drive mechanism 1 is provided on the lower side.
Two are provided.

【0015】また、原子炉圧力容器10の上部外面に
は、スタビライザーブラケット13が周方向に所定間隔
で複数突設されており、このスタビライザーブラケット
13と原子炉遮蔽壁20の上縁部とがスタビライザー3
0を介して結合されている。
A plurality of stabilizer brackets 13 are provided on the outer surface of the upper portion of the reactor pressure vessel 10 at predetermined intervals in the circumferential direction, and the stabilizer brackets 13 and the upper edge of the reactor shield wall 20 are provided with stabilizers. Three
Connected through 0.

【0016】上記のごとく原子炉建屋1に設置された原
子炉圧力容器10を、その耐用期間経過後、原子炉遮蔽
壁20と結合手段としての上部結合部40及び下部支持
部50によって結合一体化し、圧力容器上蓋10Aの固
定ボルト14に共締め固定された吊り金具60を介して
図示しないクレーンによって吊り上げて搬出する。尚、
その際、周囲は養生シート15(図1には示さず)によ
って覆う。
As described above, the reactor pressure vessel 10 installed in the reactor building 1 is joined and integrated with the reactor shield wall 20 by the upper joining portion 40 and the lower supporting portion 50 as joining means after the end of its useful life. Then, it is hoisted and carried out by a crane (not shown) via a hoisting metal fitting 60 which is fastened and fixed together with the fixing bolt 14 of the pressure vessel upper lid 10A. still,
At that time, the periphery is covered with a curing sheet 15 (not shown in FIG. 1).

【0017】上部結合部40は、図3(A)に平面図,
(B)に正面図,図4に側面図を示すように、原子炉遮
蔽壁20に固定された結合部材としての結合金具41
が、原子炉圧力容器10に突設されたスタビライザーブ
ラケット13に結合して構成されている。
The upper coupling portion 40 is shown in plan view in FIG.
As shown in the front view in FIG. 4B and the side view in FIG. 4, a joint fitting 41 as a joint member fixed to the reactor shield wall 20.
Is connected to a stabilizer bracket 13 protruding from the reactor pressure vessel 10.

【0018】スタビライザーブラケット13は、原子炉
圧力容器10の外面に突設された基部13Aの先端に、
上下左右に張り出した板状部13Bを備えて形成されて
おり、結合金具41はこの板状部13Bの左右張り出し
部に係合している。
The stabilizer bracket 13 is provided at the tip of a base portion 13A protruding from the outer surface of the reactor pressure vessel 10.
It is formed by including a plate-shaped portion 13B which projects vertically and horizontally, and the coupling fitting 41 is engaged with the left-right projected portion of the plate-shaped portion 13B.

【0019】結合金具41は、逆U字形の係合部41A
の一方(外側)の腕の下端から固定部41Bが側方に延
設されて形成されており、固定部41Bで原子炉遮蔽壁
20の上面に溶接固定され、係合部41Aがスタビライ
ザーブラケット13の板状部13Bに上側から係合する
ようになっている。尚、図中41C,41Dは、調整用
のボルトである。
The coupling fitting 41 is an inverted U-shaped engaging portion 41A.
The fixing portion 41B is formed by extending laterally from the lower end of one (outer) arm, and is fixed to the upper surface of the reactor shielding wall 20 by welding with the fixing portion 41B, and the engaging portion 41A is fixed to the stabilizer bracket 13. The plate-shaped portion 13B is engaged with from above. Incidentally, 41C and 41D in the figure are bolts for adjustment.

【0020】下部支持部50は、図5に当該部位の断面
図を示すように、原子炉圧力容器10の外周面に溶接固
定した支持部材としての板状の支持金具51で原子炉遮
蔽壁20の再循環系管路11の貫通する開口部21の上
側内面を支持するように構成されている。即ち、原子炉
圧力容器10の外周面に、支持金具51をその上面を原
子炉遮蔽壁20の再循環系管路11の開口部21の上側
内面に当接させて強固に溶接固定し、原子炉圧力容器1
0を吊り上げることによって原子炉遮蔽壁20を支持し
得るようになっているものである。また、原子炉遮蔽壁
20は、開口部21と対応する位置:Xで水平に切断
し、この切断部位より上側を原子炉圧力容器10と一体
化する。尚、この構成では原子炉遮蔽壁20の切断部よ
り下側の基部が残存することとなるが、重量的・構造的
に可能であれば、途中で切断することなく基部ごと搬出
するようにしても良い。
As shown in the sectional view of the relevant portion in FIG. 5, the lower support portion 50 is a plate-like support fitting 51 as a support member welded and fixed to the outer peripheral surface of the reactor pressure vessel 10, and the reactor shield wall 20. Is configured to support the upper inner surface of the opening 21 that penetrates the recirculation system pipeline 11. That is, on the outer peripheral surface of the reactor pressure vessel 10, the support fitting 51 is firmly welded and fixed by bringing its upper surface into contact with the upper inner surface of the opening 21 of the recirculation system conduit 11 of the reactor shielding wall 20, Furnace pressure vessel 1
The reactor shield wall 20 can be supported by lifting 0. Further, the reactor shield wall 20 is horizontally cut at a position corresponding to the opening 21: X, and the upper side of the cut portion is integrated with the reactor pressure vessel 10. In this configuration, the base portion below the cut portion of the reactor shielding wall 20 remains, but if it is possible in terms of weight and structure, the base portion should be carried out without cutting in the middle. Is also good.

【0021】このようにして、原子炉圧力容器10と原
子炉遮蔽壁20を結合して一体で搬出することにより、
短時間で内部構造物を含む原子炉圧力容器10及び原子
炉遮蔽壁20を搬出することができ、作業効率を向上で
きると共に作業中の被ばく量を大幅に低減できる。ま
た、原子炉圧力容器10と原子炉遮蔽壁20の結合に既
存のスタビライザーブラケット13を利用することによ
り、現場での溶接等の作業時間を短縮化できると共に、
確実な結合が可能である。
In this way, by connecting the reactor pressure vessel 10 and the reactor shield wall 20 and carrying them out integrally,
The reactor pressure vessel 10 and the reactor shielding wall 20 including the internal structure can be carried out in a short time, the work efficiency can be improved, and the exposure dose during the work can be significantly reduced. Further, by using the existing stabilizer bracket 13 for connecting the reactor pressure vessel 10 and the reactor shield wall 20, the work time such as welding at the site can be shortened,
A reliable connection is possible.

【0022】一方、原子炉圧力容器10及び原子炉遮蔽
壁20を撤去した後の、新規の原子炉圧力容器の搬入及
び原子炉遮蔽壁を構築は、別の場所で内部構造物をセッ
トした原子炉圧力容器に、上記搬出時と同様に結合にし
て原子炉遮蔽壁を一体支持し、クレーンで吊り上げて原
子炉建屋内に搬入して設置する。これにより、設置時間
を短縮化できると共に残存する放射線環境下での設置作
業を少なくして被ばくを防ぐことができるものである。
On the other hand, after the reactor pressure vessel 10 and the reactor shield wall 20 have been removed, the loading of a new reactor pressure vessel and the construction of the reactor shield wall are carried out at a different location from the atoms in which the internal structures are set. The reactor pressure vessel is connected to the reactor pressure vessel in the same way as the above-mentioned unloading, the reactor shielding wall is integrally supported, and the crane is lifted by a crane to be loaded into the reactor building for installation. As a result, the installation time can be shortened, and the installation work in the remaining radiation environment can be reduced to prevent the exposure.

【0023】尚、本構成例は、上部結合部40及び下部
支持部50の上下で原子炉圧力容器20と原子炉遮蔽壁
20を結合支持したものであり、これによって安定した
結合支持が可能となる。しかし、必ずしも上下に設けな
ければならないものではなく上部結合部40のみであっ
ても良い。また、原子炉圧力容器20と原子炉遮蔽壁2
0を結合構造も上記構成例に限らず適宜変更可能なもの
である。
In this configuration example, the reactor pressure vessel 20 and the reactor shield wall 20 are coupled and supported above and below the upper coupling portion 40 and the lower support portion 50, which enables stable coupling and supporting. Become. However, it is not always necessary to provide the upper and lower parts, and only the upper coupling part 40 may be provided. In addition, the reactor pressure vessel 20 and the reactor shield wall 2
The connection structure of 0 is not limited to the above-mentioned configuration example, and can be changed as appropriate.

【0024】[0024]

【発明の効果】以上述べたように、本発明による原子力
発電施設の原子炉更新工法によれば、炉内構造物を含む
原子炉圧力容器と、その周囲の原子炉遮蔽壁とを結合手
段によって結合し、一体で原子炉建屋から搬出すること
により、短時間で原子炉圧力容器及び原子炉遮蔽壁を搬
出することができ、作業効率を向上できると共に作業中
の被ばく量を大幅に低減できる。
As described above, according to the nuclear reactor renewal method for nuclear power generation facilities according to the present invention, the reactor pressure vessel including the reactor internals and the surrounding reactor shield wall are connected by the connecting means. By connecting and integrally carrying out from the reactor building, the reactor pressure vessel and the reactor shielding wall can be carried out in a short time, work efficiency can be improved, and exposure dose during work can be greatly reduced.

【0025】また、炉内構造物を含む原子炉圧力容器
と、その周囲の原子炉遮蔽壁とを結合手段によって結合
し、一体で原子炉建屋に搬入することにより、短時間で
原子炉圧力容器及び原子炉遮蔽壁を搬入することがで
き、残存する放射線環境下での設置作業を少なくして被
ばくを防ぐことができるものである。
Further, the reactor pressure vessel including the reactor internals and the surrounding reactor shielding wall are coupled by coupling means, and the reactor pressure vessel is integrally carried into the reactor building, so that the reactor pressure vessel can be delivered in a short time. Also, the reactor shield wall can be brought in, and the exposure work can be prevented by reducing the installation work in the remaining radiation environment.

【0026】更に、上記結合手段は、原子炉遮蔽壁に固
定された結合部材が、原子炉圧力容器の上部周囲に突設
されたスタビライザーブラケットに結合するよう構成さ
れていることにより、既存のスタビライザーブラケット
を利用することで、現場での溶接等の作業時間を短縮化
できて被ばく量を減少できると共に、確実な結合が可能
である。
Further, the above-mentioned connecting means is configured such that the connecting member fixed to the reactor shield wall is connected to the stabilizer bracket projecting around the upper portion of the reactor pressure vessel, so that the existing stabilizer is provided. By using the bracket, the work time such as welding at the site can be shortened, the exposure dose can be reduced, and a reliable connection can be achieved.

【0027】また、上記結合手段は、上記原子炉遮蔽壁
に固定された結合部材が上記原子炉圧力容器の上部周囲
に突設されたスタビライザーブラケットに結合すると共
に、前記原子炉圧力容器に固定された支持部材が前記原
子炉遮蔽壁に開口した管路貫通開口部の上縁に係合する
よう構成されていることにより、既存のスタビライザー
ブラケットを利用することで、現場での溶接等の作業時
間を短縮化できて被ばく量を減少できると共に確実な結
合が可能であり、且つ、安定した支持が可能となる。
Further, in the coupling means, a coupling member fixed to the reactor shielding wall is coupled to a stabilizer bracket projecting around an upper portion of the reactor pressure vessel and is fixed to the reactor pressure vessel. Since the supporting member is configured to engage with the upper edge of the pipe passage opening opening to the reactor shielding wall, the existing stabilizer bracket can be used to reduce the work time of welding at the site. Can be shortened, the amount of exposure can be reduced, reliable coupling can be achieved, and stable support can be achieved.

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

【図1】本発明に係る原子力発電施設の原子炉更新工法
を適用した原子炉圧力容器の搬出方法を説明する概念図
である。
FIG. 1 is a conceptual diagram illustrating a method of unloading a reactor pressure vessel to which a nuclear reactor renewal method of a nuclear power generation facility according to the present invention is applied.

【図2】原子炉圧力容器の拡大図である。FIG. 2 is an enlarged view of a reactor pressure vessel.

【図3】(A)は上部結合部の平面図,(B)はその正
面図である。
FIG. 3A is a plan view of an upper coupling portion, and FIG. 3B is a front view thereof.

【図4】上部結合部の側面図である。FIG. 4 is a side view of an upper coupling portion.

【図5】下部支持部を示す断面図である。FIG. 5 is a cross-sectional view showing a lower support part.

【符号の説明】[Explanation of symbols]

1 原子炉建屋 10 原子炉圧力容器 13 スタビライザーブラケット 20 原子炉遮蔽壁 21 開口部(管路貫通開口部) 40 上部結合部(結合手段) 41 結合金具(結合部材) 50 下部支持部(下部支持部) 51 支持金具(支持部材) 1 reactor building 10 Reactor pressure vessel 13 Stabilizer bracket 20 Reactor shield wall 21 Opening (Pipe passage opening) 40 Upper coupling part (coupling means) 41 Coupling hardware (coupling member) 50 Lower support (lower support) 51 Support bracket (support member)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】原子力発電施設の原子炉更新時において、 炉内構造物を含む原子炉圧力容器と、その周囲の原子炉
遮蔽壁とを結合手段によって結合し、一体で原子炉建屋
から搬出することを特徴とする原子力発電施設の原子炉
更新工法。
1. When a nuclear reactor of a nuclear power generation facility is renewed, a reactor pressure vessel including internal reactor structures and a surrounding reactor shield wall are joined by a joining means, and the reactor pressure vessel is carried out integrally from the reactor building. Reactor renewal method for nuclear power generation facilities characterized by the following.
【請求項2】原子力発電施設の原子炉更新時において、 炉内構造物を含む原子炉圧力容器と、その周囲の原子炉
遮蔽壁とを結合手段によって結合し、一体で原子炉建屋
に搬入することを特徴とする原子力発電施設の原子炉更
新工法。
2. When a nuclear reactor of a nuclear power generation facility is being renewed, the reactor pressure vessel including the reactor internals and the surrounding reactor shielding wall are connected by a connecting means, and the reactor pressure vessel is integrally carried into the reactor building. Reactor renewal method for nuclear power generation facilities characterized by the following.
【請求項3】上記結合手段は、上記原子炉遮蔽壁に固定
された結合部材が、上記原子炉圧力容器の上部周囲に突
設されたスタビライザーブラケットに結合するよう構成
されていることを特徴とする請求項1又は2に記載の原
子力発電施設の原子炉更新工法。
3. The coupling means is configured such that a coupling member fixed to the reactor shielding wall is coupled to a stabilizer bracket projecting around an upper portion of the reactor pressure vessel. The nuclear reactor renewal method of claim 1 or 2.
【請求項4】上記結合手段は、上記原子炉遮蔽壁に固定
された結合部材が上記原子炉圧力容器の上部周囲に突設
されたスタビライザーブラケットに結合すると共に、前
記原子炉圧力容器に固定された支持部材が前記原子炉遮
蔽壁に開口した管路貫通開口部の上縁に係合するよう構
成されていることを特徴とする請求項1又は2に記載の
原子力発電施設の原子炉更新工法。
4. The connecting means is such that a connecting member fixed to the reactor shielding wall is connected to a stabilizer bracket projecting around an upper portion of the reactor pressure vessel and is fixed to the reactor pressure vessel. 3. The nuclear reactor renewal method for a nuclear power generation facility according to claim 1 or 2, wherein the supporting member is configured to engage with an upper edge of the pipe passage opening opening to the nuclear reactor shielding wall. .
JP2001219420A 2001-07-19 2001-07-19 Reactor renewal construction method for nuclear power facility Pending JP2003035792A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001219420A JP2003035792A (en) 2001-07-19 2001-07-19 Reactor renewal construction method for nuclear power facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001219420A JP2003035792A (en) 2001-07-19 2001-07-19 Reactor renewal construction method for nuclear power facility

Publications (1)

Publication Number Publication Date
JP2003035792A true JP2003035792A (en) 2003-02-07

Family

ID=19053426

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001219420A Pending JP2003035792A (en) 2001-07-19 2001-07-19 Reactor renewal construction method for nuclear power facility

Country Status (1)

Country Link
JP (1) JP2003035792A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013083513A (en) * 2011-10-07 2013-05-09 Ishikawajima Constr Materials Co Ltd Low-level radioactive waste storage container

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0862369A (en) * 1994-08-26 1996-03-08 Hitachi Ltd Carrying-in method at replacement of reactor pressure vessel and reactor internal structure, and reactor building
JPH0862368A (en) * 1994-08-26 1996-03-08 Hitachi Ltd Carrying method at replacement of reactor pressure vessel and reactor internal structure, and reactor building
JPH1039077A (en) * 1996-07-24 1998-02-13 Ishikawajima Harima Heavy Ind Co Ltd Method for carrying in and carrying out reactor pressure vessel
JP2000180577A (en) * 1998-12-10 2000-06-30 Ishikawajima Harima Heavy Ind Co Ltd Delivery method and device of reactor pressure vessel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0862369A (en) * 1994-08-26 1996-03-08 Hitachi Ltd Carrying-in method at replacement of reactor pressure vessel and reactor internal structure, and reactor building
JPH0862368A (en) * 1994-08-26 1996-03-08 Hitachi Ltd Carrying method at replacement of reactor pressure vessel and reactor internal structure, and reactor building
JPH1039077A (en) * 1996-07-24 1998-02-13 Ishikawajima Harima Heavy Ind Co Ltd Method for carrying in and carrying out reactor pressure vessel
JP2000180577A (en) * 1998-12-10 2000-06-30 Ishikawajima Harima Heavy Ind Co Ltd Delivery method and device of reactor pressure vessel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013083513A (en) * 2011-10-07 2013-05-09 Ishikawajima Constr Materials Co Ltd Low-level radioactive waste storage container

Similar Documents

Publication Publication Date Title
JP2003035792A (en) Reactor renewal construction method for nuclear power facility
CN106297912A (en) A kind of skirt-type supporting arrangement of reactor pressure vessel band built-in fitting
JP2000206294A (en) Method for bringing out large equipment
JP5134219B2 (en) Building construction method
JP2001281387A (en) Handling method of large-sized structure within reactor building
US6414211B1 (en) Method of packing a nuclear reactor vessel for decommissioning and removal
JP3786009B2 (en) Reactor vessel handling
JP3340398B2 (en) How to handle the reactor pressure vessel
JP2000346993A (en) Method for handling large structure in reactor building
JPH08285981A (en) Method for replacing reactor pressure vessel
JP2000320155A (en) Reinforcing structure of building
JP3462962B2 (en) Construction method of concrete containment vessel
JPH11258379A (en) Reactor pressure vessel, its exchange method and caring method in transporting
JPH04285893A (en) Construction of cylindrical reinforced concrete containment vessel
JPH07217774A (en) Gap adjusting device
Kim et al. A study of fabrications of Steel Plate Concrete (SC) modular systems for nuclear power plants
JP5520281B2 (en) Module structure
JP4492728B2 (en) Shielding structure
JPH04262296A (en) Fixing structure of penetration at reinforced concrete reactor container
JP4276872B2 (en) Construction method of diaphragm floor of reactor containment vessel
JPH10260290A (en) Method and apparatus for replacing structure in reactor pressure vessel
JP2004144493A (en) Neuclear reactor building, reactor containment vessel, and method of installing reactor containment vessel
JP4096911B2 (en) Reactor pressure vessel replacement method
JP2001288756A (en) Pile head treatment method
JPH01102392A (en) Construction of reactor containment vessel

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080528

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20091117

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100105

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20100506