JP2010085367A - Storage pool facility and method for preventing overflow stream in storage pool - Google Patents

Storage pool facility and method for preventing overflow stream in storage pool Download PDF

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JP2010085367A
JP2010085367A JP2008257519A JP2008257519A JP2010085367A JP 2010085367 A JP2010085367 A JP 2010085367A JP 2008257519 A JP2008257519 A JP 2008257519A JP 2008257519 A JP2008257519 A JP 2008257519A JP 2010085367 A JP2010085367 A JP 2010085367A
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storage pool
water level
pool
facility
water
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Shinya Kato
信也 加藤
Masahiko Warashina
正彦 藁科
Yoshinori Nagashima
慶典 長島
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Toshiba Corp
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Toshiba Corp
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    • 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

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Abstract

<P>PROBLEM TO BE SOLVED: To provide storage pool facility and an overflow stream prevention method which enables prevention of overflow stream in a storage pool without fail, without having to build banks or catch drains, surrounding the storage pool. <P>SOLUTION: The storage pool facility where members containing radioisotopes, such as, spent fuels discharged from nuclear power plants are immersed and stored in the storage pool 4 includes a water-level monitor means 36 for outputting an overrun signal of a critical water level, when it is determined that the water level of the storage pool 4 has exceeded or is about to exceed the critical water level due to the fluctuation of the water level and water-level regulating means (21 to 23) for lowering the water level of the storage pool 4, by enlarging a pool water filled area located below the normal water level of the storage pool, when an overrun signal of the critical water level is outputted from the water level monitoring means 36. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、原子力発電プラントから排出される使用済燃料など、放射性同位元素を含む部材を貯蔵プール内に浸漬貯蔵する貯蔵プール設備および貯蔵プールの溢水防止方法に関する。   The present invention relates to a storage pool facility for dipping and storing a member containing a radioisotope such as spent fuel discharged from a nuclear power plant in a storage pool, and a method for preventing overflow of the storage pool.

原子炉の使用済燃料は、核分裂生成物の崩壊により発熱するため処理・処分の工程で放射能が弱まるまで貯蔵プールにて一時的に貯蔵される。したがって、この貯蔵プールのプール水は放射性同位元素を含有し、地震時に水面変動が生じたとき、貯蔵プールの外部にプール水が溢れ出て貯蔵プール設備の周辺汚染が危惧される。   Spent fuel in the reactor generates heat due to the decay of fission products, so it is temporarily stored in the storage pool until the radioactivity is weakened in the treatment and disposal process. Therefore, the pool water of this storage pool contains a radioisotope, and when the water level fluctuates during an earthquake, the pool water overflows outside the storage pool and there is a risk of contamination of the storage pool facilities.

従来、貯蔵プール設備に対して溢水防止策が強く求められており、以下に列挙する貯蔵プール設備を対象とした溢水防止技術が提案されてきた。   Conventionally, there has been a strong demand for storage pool equipment to prevent flooding, and overflow prevention techniques for storage pool equipment listed below have been proposed.

(1) 貯蔵プールの水面近傍に浸漬可能で且つ貯蔵プールの側壁に収納可能な水平平板を設けると共に貯蔵プール内で水面変動が発生したときに限定してその水平平板を引き出すようにし、貯蔵プール設備の作業性を損なうことなく貯蔵プールからプール水が溢れ出ることを抑制する溢水防止技術(例えば、特許文献1参照)。   (1) A horizontal flat plate that can be immersed in the vicinity of the water surface of the storage pool and that can be stored on the side wall of the storage pool is provided, and the horizontal flat plate is pulled out only when water level fluctuations occur in the storage pool. An overflow prevention technique that prevents the pool water from overflowing from the storage pool without impairing the workability of the facility (see, for example, Patent Document 1).

(2) 貯蔵プールの周囲に堤防を設けると共に貯蔵プール設備の運転床から水槽に向かう排水溝を設け、貯蔵プールからプール水が溢れ出ることを防止すると共にプール水が溢れ出たときでも運転床上へのプール水散逸を抑制する貯蔵プール設備(例えば、特許文献2参照)。   (2) An embankment will be installed around the storage pool and a drainage channel from the storage pool's operation floor to the aquarium will be installed to prevent the pool water from overflowing from the storage pool and even when the pool water overflows. A storage pool facility that suppresses the pool water dissipation (see, for example, Patent Document 2).

(3) 貯蔵プールの周囲に堤防を設けると共に水面の上昇に応じてその堤防の高さを調節できるようにし、貯蔵プールからプール水が溢れ出ることを防止する貯蔵プール設備(例えば、特許文献3参照)。
特開平8−101296号公報 特開2007−163204号公報 特開2006−329799号公報
(3) A storage pool facility for preventing the overflow of pool water from the storage pool by providing a bank around the storage pool and adjusting the height of the bank according to the rise of the water surface (for example, Patent Document 3) reference).
JP-A-8-101296 JP 2007-163204 A JP 2006-329799 A

特許文献1で説明される貯蔵プール設備にあっては、水面変動を低減できるに留まり、貯蔵プールの溢水を確実に防止することはできない。特許文献2および特許文献3で説明される貯蔵プール設備にあっては、貯蔵プールの周囲に堤防等が設けられるため、貯蔵プールの溢水を確実に防止できるものの貯蔵プール設備において重要となる運転床における作業性が損なわれる。   In the storage pool facility described in Patent Document 1, it is only possible to reduce the water surface fluctuation, and it is not possible to reliably prevent the storage pool from overflowing. In the storage pool facility described in Patent Document 2 and Patent Document 3, an embankment or the like is provided around the storage pool, so that overflow of the storage pool can be reliably prevented, but the operation floor is important in the storage pool facility. The workability in is impaired.

本発明は上記事情に鑑みてなされたもので、貯蔵プールの周囲に堤防や排水溝を設けることなく、貯蔵プールの溢水を確実に防止できる貯蔵プール設備および貯蔵プールの溢水防止方法を提供することを目的とする。   The present invention has been made in view of the above circumstances, and provides a storage pool facility and a storage pool overflow prevention method that can reliably prevent the storage pool from overflowing without providing a bank or drainage ditch around the storage pool. With the goal.

上述した目的を達成するため、本発明に係る貯蔵プール設備では、原子力発電プラントから排出される使用済燃料など、放射性同位元素を含む部材を貯蔵プール内に浸漬貯蔵する貯蔵プール設備において、前記貯蔵プールの水位が水面変動によって限界水位を超過したと判定した場合或いは超過すると判定した場合に限界水位の超過信号を出力する水位監視手段と、前記水位監視手段から限界水位の超過信号が出力されたときに、貯蔵プールの平常時水位よりも下方に位置するプール水充填領域を拡大して貯蔵プールの水位を降下させる水位調節手段と、を備えることを特徴とする。   In order to achieve the above-described object, in the storage pool facility according to the present invention, in the storage pool facility for storing a member containing a radioisotope such as spent fuel discharged from a nuclear power plant in the storage pool, the storage is performed. When it is determined that the water level of the pool has exceeded or exceeded the limit water level due to fluctuations in the water level, a water level monitoring means for outputting a signal for exceeding the limit water level when it is determined to exceed, and a signal for exceeding the limit water level is output from the water level monitoring means. Sometimes, a water level adjusting means for expanding a pool water filling area located below the normal water level of the storage pool to lower the water level of the storage pool is provided.

また、本発明に係る貯蔵プールの溢水防止方法では、原子力発電プラントから排出される使用済燃料などの放射性同位元素を含む部材を貯蔵プール内に浸漬貯蔵する貯蔵プール設備を対象とした溢水防止方法において、水面変動によって貯蔵プールから溢水する可能性がある場合に、前記貯蔵プールの平常時水位よりも下方に位置するプール水充填領域を拡大して貯蔵プールの水位を降下させることを特徴とする。   Moreover, in the overflow prevention method for a storage pool according to the present invention, an overflow prevention method for a storage pool facility for immersing and storing a member containing a radioactive isotope such as spent fuel discharged from a nuclear power plant in the storage pool. In this case, when there is a possibility of overflowing from the storage pool due to water level fluctuation, the pool water filling area located below the normal water level of the storage pool is expanded to lower the water level of the storage pool .

本発明によれば、貯蔵プールの周囲に堤防や排水溝を設けることなく、貯蔵プールの溢水を確実に防止できる。   ADVANTAGE OF THE INVENTION According to this invention, the overflow of a storage pool can be prevented reliably, without providing an embankment and a drain ditch around a storage pool.

本発明に係る貯蔵プール設備および貯蔵プールの溢水防止方法の実施形態を、添付図面を参照して説明する。   Embodiments of a storage pool facility and a storage pool overflow prevention method according to the present invention will be described with reference to the accompanying drawings.

[第1実施形態]
図1および図2は本発明に係る貯蔵プール設備の第1実施形態を示す構成図である。図1は貯蔵プール設備の縦断面図、図2は貯蔵プール設備の俯瞰図である。
[First embodiment]
1 and 2 are configuration diagrams showing a first embodiment of a storage pool facility according to the present invention. FIG. 1 is a longitudinal sectional view of the storage pool facility, and FIG. 2 is an overhead view of the storage pool facility.

本実施形態の貯蔵プール設備1は、原子力発電プラントから排出される使用済燃料など、放射性同位元素を含む部材を浸漬貯蔵する貯蔵プール設備である。この貯蔵プール設備1は、図1および図2に示すように、水位調節手段(21〜23)と、水位監視手段(31〜35)と、を備える。なお、図1において、4は貯蔵プール、41は貯蔵プールの内壁面、42は貯蔵プールの底面、43は貯蔵プール設備1の運転床、51は貯蔵プール4の平常時の水面(平常時水位)、6は使用済燃料である。   The storage pool facility 1 of the present embodiment is a storage pool facility that immerses and stores members containing radioisotopes such as spent fuel discharged from a nuclear power plant. As shown in FIGS. 1 and 2, the storage pool facility 1 includes water level adjusting means (21 to 23) and water level monitoring means (31 to 35). In FIG. 1, 4 is a storage pool, 41 is an inner wall surface of the storage pool, 42 is a bottom surface of the storage pool, 43 is an operation floor of the storage pool facility 1, and 51 is a normal water surface of the storage pool 4 (normal water level). ), 6 is spent fuel.

〔水位調節手段〕
貯蔵プール設備1の水位調節手段(21〜23)は、水位監視手段から限界水位の超過信号の入力を受けたときに、貯蔵プール4の水面51(平常時水位)よりも下方に位置するプール水充填領域を拡大して貯蔵プール4の水位を降下させる。なお、限界水位は、地震による貯蔵プールからの溢水可能性を勘案して設定される。この水位調節手段は、図1に示すように、空気袋21と、給排気配管22と、給排気装置23とにより構成される。
[Water level adjustment means]
The water level adjusting means (21 to 23) of the storage pool facility 1 is a pool located below the water surface 51 (normal water level) of the storage pool 4 when an excess signal of the limit water level is input from the water level monitoring means. The water filling area is expanded and the water level of the storage pool 4 is lowered. The critical water level is set in consideration of the possibility of overflow from the storage pool due to the earthquake. As shown in FIG. 1, the water level adjusting means includes an air bag 21, a supply / exhaust pipe 22, and a supply / exhaust device 23.

水位調節手段の空気袋21は、図1および図2に示すように、使用済燃料6の配置スペースを確保しつつ、貯蔵プール4の水面51(平常時水位)よりも下方で且つ内壁面41に沿って複数設けられる。なお、空気袋21の形状は、特に制限はなく直方体や円筒形などに設定される。   As shown in FIGS. 1 and 2, the air bag 21 of the water level adjusting means is located below the water surface 51 (normal water level) of the storage pool 4 and has an inner wall surface 41 while securing the arrangement space for the spent fuel 6. A plurality are provided along. The shape of the air bladder 21 is not particularly limited and is set to a rectangular parallelepiped or a cylindrical shape.

空気袋21の内部上方には、放射線遮蔽体24が設けられる。この放射線遮蔽体24は、水平配置された金属平板と鉛直配置された金属平板とが、互いに分離してL字を形成するように設けられる。一方、空気袋21の内部下方には、この空気袋21が貯蔵プール4に浸漬されるよう重量調節された錘25が設けられる。また、空気袋21の頂部には、図2に示すように、空気の給排気口26が設けられる。   A radiation shield 24 is provided above the inside of the air bladder 21. The radiation shield 24 is provided so that a horizontally arranged metal flat plate and a vertically arranged metal flat plate are separated from each other to form an L-shape. On the other hand, a weight 25 whose weight is adjusted so that the air bag 21 is immersed in the storage pool 4 is provided below the air bag 21. Further, as shown in FIG. 2, an air supply / exhaust port 26 is provided at the top of the air bladder 21.

水位調節手段の給排気配管22は、一側が給排気装置23に接続されると共に他側が各空気袋21の給排気口26に接続されて、空気袋21に給気し或いは空気袋21から排気する用に供される。   The air supply / exhaust pipe 22 of the water level adjusting means is connected to the air supply / exhaust device 23 on one side and connected to the air supply / exhaust port 26 of each air bag 21 on the other side to supply air to the air bag 21 or exhaust air from the air bag 21. Served to do.

水位調節手段の給排気装置23は、コンプレッサ(不図示)を有して構成され、貯蔵プール設備1のオペレータによる操作を受け、給排気配管22を通じて空気袋21に空気を圧送する。この給排気装置23は、各空気袋21ごとに設けられる。また、給排気装置23は、限界水位の超過信号の入力を受けたとき、または、水位降下信号の入力を受けたとき、給排気配管22を通じて空気袋21から空気を排気する。具体的に説明すると、給排気装置23の内部には電磁弁(不図示)が設けられており、排気にあっては、コンプレッサを停止させると共に電磁弁を開放することにより行われる。なお、この排気にあっては、排気速度が増すよう、給排気装置23に空気吸引機を設けてもよい。   The air supply / exhaust device 23 of the water level adjusting means is configured to have a compressor (not shown), and receives an operation by the operator of the storage pool facility 1 to pump air into the air bag 21 through the supply / exhaust piping 22. The air supply / exhaust device 23 is provided for each air bag 21. The air supply / exhaust device 23 exhausts air from the air bag 21 through the air supply / exhaust pipe 22 when receiving an input of an excess signal of a critical water level or an input of a water level lowering signal. More specifically, an electromagnetic valve (not shown) is provided inside the air supply / exhaust device 23, and the exhaust is performed by stopping the compressor and opening the electromagnetic valve. In this exhaust, an air suction device may be provided in the air supply / exhaust device 23 so as to increase the exhaust speed.

〔水位監視手段〕
貯蔵プール設備1の水位監視手段36は、貯蔵プール4の水位が水面変動によって限界水位を超過し或いは超過するおそれがある場合に、水位調節手段の給排気装置23に対し限界水位の超過信号を入力する。この水位監視手段36は、図1および図2に示すように、水位計31と、加速度計32と、震度計33と、手動入力手段34と、本体35とにより構成される。
[Water level monitoring means]
The water level monitoring means 36 of the storage pool facility 1 gives an excess signal of the limit water level to the air supply / exhaust device 23 of the water level adjusting means when the water level of the storage pool 4 exceeds or exceeds the limit water level due to water level fluctuations. input. As shown in FIGS. 1 and 2, the water level monitoring unit 36 includes a water level meter 31, an accelerometer 32, a seismic intensity meter 33, a manual input unit 34, and a main body 35.

水位監視手段36の水位計31は、貯蔵プール4の水位を計測し、その水位を示す水位データを出力する。加速度計32は、貯蔵プール設備1の運転床43など貯蔵プール4の近傍に設置され、地震などによる貯蔵プール4周辺の揺れ加速度を計測し、その加速度を示す加速度データを出力する。震度計33は、貯蔵プール設備1の遠隔地に設けられ、貯蔵プール設備1の遠隔地の震度を計測し、その震度を示す震度データを出力する。いずれの計測器も公知の技術により構成される。手動入力手段34は、オペレータの操作を受け、水位降下信号を出力する。この水位降下信号は、水位調節手段の給排気装置23に対して貯蔵プール4の水位を降下させるための要求信号であり、限界水位の超過信号と同様の役割を担う。   The water level meter 31 of the water level monitoring means 36 measures the water level of the storage pool 4 and outputs water level data indicating the water level. The accelerometer 32 is installed in the vicinity of the storage pool 4 such as the operation floor 43 of the storage pool facility 1, measures the shaking acceleration around the storage pool 4 due to an earthquake or the like, and outputs acceleration data indicating the acceleration. The seismic intensity meter 33 is provided at a remote location of the storage pool facility 1, measures the seismic intensity at the remote location of the storage pool facility 1, and outputs seismic intensity data indicating the seismic intensity. Both measuring instruments are configured by a known technique. The manual input means 34 receives an operator's operation and outputs a water level drop signal. This water level lowering signal is a request signal for lowering the water level of the storage pool 4 with respect to the air supply / exhaust device 23 of the water level adjusting means, and plays the same role as the signal for exceeding the limit water level.

図3は貯蔵プール設備1における水位監視手段の機能ブロック図である。図3において、31は水位計、32は加速度計、33は震度計、34は手動入力手段、35は本体である。   FIG. 3 is a functional block diagram of the water level monitoring means in the storage pool facility 1. In FIG. 3, 31 is a water level meter, 32 is an accelerometer, 33 is a seismic intensity meter, 34 is a manual input means, and 35 is a main body.

水位監視手段36の本体35は、図3に示すように、水位計31、加速度計32、震度計33から、それぞれ水位データ、加速度データ、震度データの入力を受ける。そして、入力を受けた水位データ、加速度データ、震度データが所定値を超えているか否かを判定する。少なくとも1つのデータが所定値を超えていると判定した場合、限界水位の超過信号を水位調節手段の給排気装置23に入力する。また、手動入力手段34から水位降下信号の入力を受けた場合は、この水位降下信号を水位調節手段の給排気装置23に入力する。   As shown in FIG. 3, the main body 35 of the water level monitoring unit 36 receives water level data, acceleration data, and seismic intensity data from a water level meter 31, an accelerometer 32, and a seismic intensity meter 33, respectively. And it is determined whether the received water level data, acceleration data, and seismic intensity data exceed predetermined values. When it is determined that at least one data exceeds a predetermined value, a limit water level excess signal is input to the air supply / exhaust device 23 of the water level adjusting means. When the water level lowering signal is input from the manual input means 34, the water level lowering signal is input to the air supply / exhaust device 23 of the water level adjusting means.

次に、貯蔵プール設備1の作用を説明する。   Next, the operation of the storage pool facility 1 will be described.

(作業性と溢水防止との両立) 図4は貯蔵プール4の作用説明図である。従来、貯蔵プール設備にあっては、貯蔵プールの全周囲に堤防や排水溝を築くことで貯蔵プール施設からの溢水防止が図られ、貯蔵プール設備の運転床における作業性低下が問題となっていた。これに対し、貯蔵プール設備1では、地震などで誘起される水面変動により貯蔵プール4からプール水が溢れ出す可能性がある場合、貯蔵プール4の平常時水位よりも下方に位置するプール水充填領域が拡大され、貯蔵プール4の水位が降下する。すなわち、貯蔵プール設備1では、貯蔵プール4のプール水充填領域にプール水が浸入せず且つ容積可変な空気袋21などの浸漬体が配置されており、この浸漬体の容積が縮減されてプール水充填領域が拡大され、貯蔵プール4の水位が降下する。加えて、従来の貯蔵プール設備のように単に水面変動を低減するに留まるものではなく、貯蔵プール4からの溢水を直接的に防止するものである。その結果、貯蔵プール4の周囲に堤防等を設ける従来の構成を採用することなく、貯蔵プールの溢水を確実に防止できるようになる。   (Coexistence of workability and prevention of overflow) FIG. 4 is an operation explanatory view of the storage pool 4. Conventionally, in the storage pool equipment, the embankment and drainage ditch are built around the entire circumference of the storage pool to prevent overflow from the storage pool facility, and the workability deterioration in the operation floor of the storage pool equipment has been a problem. It was. On the other hand, in the storage pool facility 1, when there is a possibility that pool water overflows from the storage pool 4 due to water level fluctuations induced by an earthquake or the like, the pool water filling located below the normal water level of the storage pool 4 The area is expanded and the water level of the storage pool 4 drops. That is, in the storage pool facility 1, an immersion body such as an air bag 21 in which the pool water does not enter and the volume is variable is disposed in the pool water filling region of the storage pool 4, and the volume of the immersion body is reduced to reduce the pool. The water filling area is expanded and the water level of the storage pool 4 is lowered. In addition, the water level fluctuation is not simply reduced as in the conventional storage pool facility, but the overflow from the storage pool 4 is directly prevented. As a result, it is possible to reliably prevent overflow of the storage pool without adopting a conventional configuration in which a bank is provided around the storage pool 4.

また、貯蔵プール設備1では、貯蔵プール4の水位、貯蔵プール4周辺の加速度および貯蔵プール4遠隔地の震度という、貯蔵プール4の水面変動の原因となる複数種の物理量がプール水の溢水可能性の指標として用いられる。すなわち、各指標の何れかの指標が所定値を超えた場合に、貯蔵プール4のプール水充填領域が拡大される。そのため、いずれかの計測器が故障して作動しないような場合であっても溢水可能性が判断され、高い信頼性の下で溢水防止を図ることができる。なお、貯蔵プール設備1では、オペレータの手動操作によっても貯蔵プール4の水位が降下するように構成されており、溢水防止を目的とするもののほか、作業上の目的で貯蔵プール4の水位を降下させることもできる。   In addition, in the storage pool facility 1, a plurality of physical quantities that cause fluctuations in the water level of the storage pool 4 such as the water level of the storage pool 4, the acceleration around the storage pool 4, and the seismic intensity of the storage pool 4 can be overflowed. Used as a sex indicator. That is, when any one of the indexes exceeds a predetermined value, the pool water filling area of the storage pool 4 is expanded. Therefore, even if one of the measuring instruments fails and does not operate, the possibility of flooding is determined, and flooding can be prevented with high reliability. The storage pool facility 1 is configured so that the water level in the storage pool 4 can be lowered by manual operation by the operator. In addition to the purpose of preventing overflow, the water level in the storage pool 4 is lowered for work purposes. It can also be made.

(放射線遮蔽の維持) 貯蔵プール4のプール水は、浸漬貯蔵される使用済燃料由来の中性子線等の放射線を遮蔽する機能を担う。貯蔵プール4内に浸漬体(たとえば空気袋21)を沈めると、貯蔵プール4の内部にプール水が充填されない領域が形成され、貯蔵プール4の水面上方の線量増加が懸念される。この問題に対し、貯蔵プール設備1では、貯蔵プール4に浸漬体などが設けられた場合であっても十分な放射線遮蔽機能が維持されるように水位設定され、加えて、浸漬体に放射線遮蔽体24などの放射線遮蔽措置が設けられる。このため、プール水の持つ放射線遮蔽機能を維持しつつ、作業性と溢水防止との両立を図ることができるようになる。   (Maintenance of radiation shielding) The pool water of the storage pool 4 has a function of shielding radiation such as neutron beams derived from spent fuel that is immersed and stored. When the immersion body (for example, the air bag 21) is submerged in the storage pool 4, a region where the pool water is not filled is formed inside the storage pool 4, and there is a concern about an increase in dose above the water surface of the storage pool 4. For this problem, in the storage pool facility 1, the water level is set so that a sufficient radiation shielding function is maintained even when the storage pool 4 is provided with an immersion body, and in addition, the immersion body is shielded against radiation. Radiation shielding measures such as body 24 are provided. For this reason, it becomes possible to achieve both workability and prevention of overflow while maintaining the radiation shielding function of the pool water.

次に、貯蔵プール設備1の効果を説明する。   Next, the effect of the storage pool facility 1 will be described.

貯蔵プール設備1は、
(1) 水面変動によって貯蔵プール4から溢水する可能性がある場合に、貯蔵プール4の平常時水位よりも下方に位置するプール水充填領域を拡大して貯蔵プールの水位が降下するように構成される。このため、貯蔵プールの周囲に堤防や排水溝を設けることなく、貯蔵プールの溢水を確実に防止できる。
Storage pool facility 1
(1) When there is a possibility of overflowing from the storage pool 4 due to water level fluctuation, the pool water filling area located below the normal water level of the storage pool 4 is expanded to lower the water level of the storage pool Is done. For this reason, the overflow of a storage pool can be prevented reliably, without providing an embankment and a drain ditch around a storage pool.

(2) プール水充填領域にプール水が浸入せず且つ容積可変な浸漬体が配置され、水面変動によって貯蔵プール4から溢水する可能性がある場合に、この浸漬体の容積が縮減することによりプール水充填領域が拡大されるように構成される。このため、既存の貯蔵プール4に求められる所期の機能を損なうことなく、(1)の効果を得ることができる。   (2) If a pool water does not enter the pool water filling area and a variable volume immersion body is arranged and there is a possibility of overflow from the storage pool 4 due to water surface fluctuations, the volume of this immersion body is reduced. The pool water filling area is configured to be enlarged. For this reason, the effect of (1) can be obtained without impairing the expected function required for the existing storage pool 4.

(3) 上記浸漬体の少なくとも頂部に射線遮蔽措置が設けられるため、プール水の持つ放射線遮蔽機能を損なうことなく、(1)の効果を得ることができる。   (3) Since a ray shielding measure is provided at least on the top of the immersion body, the effect (1) can be obtained without impairing the radiation shielding function of the pool water.

(4) 貯蔵プール4の水面変動の原因となる複数種の物理量がプール水の溢水可能性の指標として用いられ、何れかの指標が所定値を超えた場合にプール水充填領域が拡大されるように構成される。このため、高い信頼性の下、(1)の効果を得ることができる。   (4) Plural kinds of physical quantities that cause fluctuations in the water level of the storage pool 4 are used as an index of the possibility of overflow of pool water, and when any index exceeds a predetermined value, the pool water filling area is expanded. Configured as follows. For this reason, the effect (1) can be obtained with high reliability.

[第2実施形態]
図5〜図7は本発明に係る貯蔵プール設備の第2実施形態を示す構成図である。図5は貯蔵プール設備の断面図、図6は貯蔵プール設備の俯瞰図である。図7は貯蔵プール設備の要部拡大図である。
[Second Embodiment]
5-7 is a block diagram which shows 2nd Embodiment of the storage pool equipment which concerns on this invention. FIG. 5 is a sectional view of the storage pool facility, and FIG. 6 is an overhead view of the storage pool facility. FIG. 7 is an enlarged view of a main part of the storage pool facility.

第2実施形態は、第1実施形態の貯蔵プール設備1において水位調節手段の構成を変更した例である。なお、第1実施形態と同様の構成は、同一符号を付して説明を省略し、第1実施形態の構成を変更し或いは新たに追加した構成は、符号末尾に「A」を付して説明する。   2nd Embodiment is an example which changed the structure of the water level adjustment means in the storage pool equipment 1 of 1st Embodiment. In addition, the same structure as 1st Embodiment attaches | subjects the same code | symbol, abbreviate | omits description, The structure which changed the structure of 1st Embodiment or added newly adds "A" to the code | symbol end. explain.

本実施形態の貯蔵プール設備1Aは、図5および図6に示すように、水位調節手段(26A、271A〜273A、281A〜283A)を備える。   As shown in FIGS. 5 and 6, the storage pool facility 1 </ b> A of this embodiment includes water level adjusting means (26 </ b> A, 271 </ b> A to 273 </ b> A, 281 </ b> A to 283 </ b> A).

本実施形態の水位調節手段は、第1実施形態の水位調節手段と同様に、水位監視手段36から限界水位の超過信号の入力を受けたときに、貯蔵プールの平常時水位よりも下方に位置するプール水充填領域を拡大して貯蔵プールの水位を降下させる。この水位調節手段は、貯留槽26A(図5参照)と、シャッタ装置(271A〜273A)(図7参照)と、プール水還流装置(281A〜283A)(図5参照)とにより構成される。   Similar to the water level adjusting unit of the first embodiment, the water level adjusting unit of the present embodiment is positioned below the normal water level of the storage pool when receiving an input of the limit water level excess signal from the water level monitoring unit 36. Enlarge the pool water filling area to lower the water level of the storage pool. This water level adjusting means includes a storage tank 26A (see FIG. 5), shutter devices (271A to 273A) (see FIG. 7), and pool water reflux devices (281A to 283A) (see FIG. 5).

水位調節手段の貯留槽26Aは、図5に示すように、貯蔵プール4の平常時水位よりも下方に位置する内壁面41に排水口261Aが設定された排水路262Aを有する。貯留槽26Aは、排水路262Aにより貯蔵プール4と連通し、プール水が案内されるように構成される。この貯留槽26Aは、図5および図6に示すように、貯蔵プール4の運転床43に埋設される。   As shown in FIG. 5, the storage tank 26 </ b> A of the water level adjusting means has a drainage channel 262 </ b> A in which a drainage port 261 </ b> A is set on the inner wall surface 41 located below the normal water level of the storage pool 4. The storage tank 26A communicates with the storage pool 4 through a drainage channel 262A, and is configured to guide the pool water. As shown in FIGS. 5 and 6, the storage tank 26 </ b> A is embedded in the operation floor 43 of the storage pool 4.

水位調節手段のシャッタ装置は、通常は排水路262Aを閉塞しているが、限界水位の超過信号を受信したときに排水路262Aを開放する。なお、限界水位の超過信号は、第1実施形態と同様のプロセスに従い生成される。また、排水路262Aの開放後は、オペレータによる操作を受け、その排水路262Aを閉鎖する。このシャッタ装置は、図7に示すように、シャッタ板271Aと、ワイヤ272Aと、シャッタ駆動制御部273Aとにより構成される。   The shutter device of the water level adjusting means normally closes the drainage channel 262A, but opens the drainage channel 262A when an excess signal of the limit water level is received. The excess signal of the critical water level is generated according to the same process as in the first embodiment. Further, after the drainage channel 262A is opened, the drainage channel 262A is closed in response to an operation by the operator. As shown in FIG. 7, the shutter device includes a shutter plate 271A, a wire 272A, and a shutter drive control unit 273A.

シャッタ装置のシャッタ板271Aは、図7に示すように、その上部にワイヤ272Aが取り付けられ、ワイヤ272Aの上下移動により排水口261Aを摺動しながら開閉するように設けられる。なお、図7において、(a)はシャッタ板271Aが排水口261Aを閉鎖した状態を示す図であり、(b)はシャッタ板271Aが排水口261Aを開放した状態を示す図である。   As shown in FIG. 7, the shutter plate 271A of the shutter device has a wire 272A attached to the upper portion thereof, and is provided so as to open and close while sliding the drain port 261A by the vertical movement of the wire 272A. 7A is a diagram showing a state where the shutter plate 271A closes the drain port 261A, and FIG. 7B is a diagram showing a state where the shutter plate 271A opens the drain port 261A.

シャッタ装置のシャッタ駆動制御部273Aは、限界水位の超過信号を受信したときにワイヤ272Aを巻き取り、オペレータによる操作を受けてそのワイヤ272Aを巻き解く。図7の7Aはストッパである。このストッパ7Aは、貯蔵プール設備1の内壁面41に設けられると共に貯蔵プール4の内壁面41から突設したL字型に形状設定され、ストッパ7Aから下方向および貯蔵プール4の内側方向へのシャッタ板271Aの移動を制止する。   The shutter drive control unit 273A of the shutter device winds up the wire 272A when receiving an excess signal of the limit water level, and unwinds the wire 272A in response to an operation by the operator. 7A in FIG. 7 is a stopper. The stopper 7 </ b> A is provided on the inner wall surface 41 of the storage pool facility 1 and is shaped in an L shape projecting from the inner wall surface 41 of the storage pool 4, and extends downward from the stopper 7 </ b> A and toward the inner side of the storage pool 4. The movement of the shutter plate 271A is stopped.

シャッタ装置のプール水還流装置は、図5および図6に示すように、排水装置281Aと、吸込側配管282Aと、吐出側配管283Aとにより構成される。このプール水還流装置は、オペレータによる操作を受け、吸込側配管282Aを通じて貯留槽26Aに案内されたプール水を汲み上げ、汲み上げたプール水を吐出側配管283Aを通じて貯蔵プール4に戻す。なお、貯蔵プール設備1Aにおいて、貯留槽26Aの内部に充満してプール水由来の放射性同位元素を含有する気体を吸い上げて貯蔵プール4に戻す機構を設けることもできる。   As shown in FIGS. 5 and 6, the pool water recirculation device of the shutter device includes a drain device 281A, a suction side pipe 282A, and a discharge side pipe 283A. This pool water recirculation device receives the operation by the operator, pumps up the pool water guided to the storage tank 26A through the suction side pipe 282A, and returns the pumped pool water to the storage pool 4 through the discharge side pipe 283A. In the storage pool facility 1A, a mechanism can be provided in which the inside of the storage tank 26A is filled to suck up a gas containing a radioisotope derived from pool water and return it to the storage pool 4.

次に、貯蔵プール設備1Aの作用を説明する。   Next, the operation of the storage pool facility 1A will be described.

(作業性と溢水防止との両立)図8は貯蔵プール設備1Aの作用説明図である。貯蔵プール設備1Aにあっては、地震などで誘起される水面変動によって貯蔵プール4からプール水が溢れ出す可能性があるとき、水面51(平常時水位)よりも下方に位置する排水口261Aが開放される。したがって、プール水は排水路262Aを通って一時的に貯留槽26Aに蓄えられ、貯蔵プール4の水位が降下する。図8において、52はプール水の排水が行われたときの水面である。なお、この排水が行われた後貯蔵プール4から溢水する可能性がなくなったとき、オペレータの操作を受けて排水されたプール水が貯蔵プール4に戻される。貯蔵プール設備1Aでは、従来の貯蔵プール設備のように単に水面変動が低減されるだけでなく、貯蔵プール4からの溢水が直接的に防止される。その結果、貯蔵プール4の周囲に堤防や排水溝を設けることなく、貯蔵プールの溢水を確実に防止できる。なお、他の作用は第1実施形態と同様であるので、説明を省略する。   (Coexistence of workability and overflow prevention) FIG. 8 is an explanatory diagram of the operation of the storage pool facility 1A. In the storage pool facility 1A, when there is a possibility that pool water overflows from the storage pool 4 due to water level fluctuation induced by an earthquake or the like, the drain outlet 261A located below the water surface 51 (normal water level) Opened. Accordingly, the pool water is temporarily stored in the storage tank 26A through the drainage channel 262A, and the water level of the storage pool 4 drops. In FIG. 8, 52 is a water surface when pool water is drained. In addition, when there is no possibility that the storage pool 4 overflows after this drainage is performed, the pool water drained by the operation of the operator is returned to the storage pool 4. In the storage pool facility 1A, not only the water surface fluctuation is reduced as in the conventional storage pool facility, but also overflow from the storage pool 4 is directly prevented. As a result, it is possible to reliably prevent overflow of the storage pool without providing a bank or a drainage ditch around the storage pool 4. Since other operations are the same as those of the first embodiment, description thereof is omitted.

(貯蔵スペースの確保)貯蔵プール設備1Aの貯留槽26Aは、貯蔵プール設備1Aの運転床43の下に埋設される。このため、第1実施形態の溢水防止方法と異なり、溢水防止を構じても使用済燃料6の浸漬貯蔵領域が侵食されることがない。   (Securing storage space) The storage tank 26A of the storage pool facility 1A is buried under the operation floor 43 of the storage pool facility 1A. For this reason, unlike the overflow prevention method of the first embodiment, the immersion storage area of the spent fuel 6 is not eroded even if the overflow prevention is provided.

次に、貯蔵プール設備1Aの効果を説明する。   Next, the effect of the storage pool facility 1A will be described.

貯蔵プール4にあっては、第1実施形態の(1)の効果に加え、
(5) 貯蔵プール4の平常時水位よりも下方に位置する内壁面41に排水口261Aを設定した排水路262Aが設けられて、貯蔵プールから溢水する可能性があるとき、この排水路262Aからプール水が一時的に排水されるように構成される。このため、貯蔵プールの周囲に堤防や排水溝を設けることなく且つ使用済核燃料等の浸漬貯蔵スペースを損なうことなく、貯蔵プールの溢水を確実に防止できる。
In the storage pool 4, in addition to the effect (1) of the first embodiment,
(5) When a drainage channel 262A having a drainage port 261A is provided on the inner wall surface 41 located below the normal water level of the storage pool 4 and there is a possibility of overflowing from the storage pool, the drainage channel 262A The pool water is configured to be drained temporarily. For this reason, it is possible to reliably prevent overflow of the storage pool without providing an embankment or a drainage ditch around the storage pool and without impairing the immersion storage space for spent nuclear fuel or the like.

以上、本発明に係る貯蔵プール設備を第1実施形態および第2実施形態に基づき説明してきたが、具体的な構成については、これらの実施形態に限られるものではなく、本発明の要旨を逸脱しない限り、設計の変更や追加等は許容される。   As described above, the storage pool facility according to the present invention has been described based on the first embodiment and the second embodiment, but the specific configuration is not limited to these embodiments and departs from the gist of the present invention. Unless otherwise, design changes and additions are permitted.

例えば、貯蔵プールの水位が水面変動によって限界水位を超過したと判定した場合或いは限界水位を超過すると判定した場合に、注意を喚起する警報装置を備えるようにしてもよい。   For example, when it is determined that the water level of the storage pool has exceeded the limit water level due to water level fluctuations, or when it is determined that the water level exceeds the limit water level, an alarm device for calling attention may be provided.

本発明に係る貯蔵プール設備の第1実施形態の縦断面図。The longitudinal cross-sectional view of 1st Embodiment of the storage pool installation which concerns on this invention. 本発明に係る貯蔵プール設備の第1実施形態の俯瞰図。The overhead view of 1st Embodiment of the storage pool installation which concerns on this invention. 貯蔵プールからの溢水可能性を判定する水位監視手段の機能ブロック図。The functional block diagram of the water level monitoring means which determines the overflow possibility from a storage pool. 貯蔵プール設備の作用説明図。Action | operation explanatory drawing of a storage pool facility. 本発明に係る貯蔵プール設備の第2実施形態の縦断面図。The longitudinal cross-sectional view of 2nd Embodiment of the storage pool installation which concerns on this invention. 本発明に係る貯蔵プール設備の第2実施形態の俯瞰図。The overhead view of 2nd Embodiment of the storage pool installation which concerns on this invention. 本発明に係る貯蔵プール設備の第2実施形態の要部説明図で、(a)はシャッタ板の閉成状態を示す要部図、(b)はシャッタ板の開成状態を示す要部図。It is principal part explanatory drawing of 2nd Embodiment of the storage pool equipment which concerns on this invention, (a) is a principal part figure which shows the closed state of a shutter board | plate, (b) is a principal part figure which shows the open state of a shutter board | plate. 貯蔵プール設備の作用説明図。Action | operation explanatory drawing of a storage pool facility.

符号の説明Explanation of symbols

1、1A…貯蔵プール設備,21〜23…水位調節手段,21…空気袋,22…給排気配管,23…給排気装置,24…放射線遮蔽体,25…錘,36…水位監視手段,31…水位計,32…加速度計,33…地震計,34…手動入力手段,35…本体,4…貯蔵プール,41…貯蔵プールの内壁面,42…貯蔵プールの底面,43…貯蔵プール設備の運転床,51…貯蔵プールの水面(平常時の水位),52…貯蔵プールの水面(溢水可能性のある場合の水位),6…使用済燃料,26A…貯留槽,261A…排水口,262A…排水路,27A…シャッタ装置,271A…シャッタ板,272A…ワイヤ,273A…シャッタ駆動制御部,7A…ストッパ,28A…プール水還流装置,281A…排水装置,282A…吸込側配管,283A…吐出側配管,29A…排気装置.なお、符号末尾の「A」は第2実施形態に関わる。   DESCRIPTION OF SYMBOLS 1, 1A ... Storage pool equipment, 21-23 ... Water level adjustment means, 21 ... Air bag, 22 ... Supply / exhaust piping, 23 ... Supply / exhaust device, 24 ... Radiation shield, 25 ... Weight, 36 ... Water level monitoring means, 31 ... Water level meter, 32 ... Accelerometer, 33 ... Seismometer, 34 ... Manual input means, 35 ... Main body, 4 ... Storage pool, 41 ... Inner wall surface of storage pool, 42 ... Bottom surface of storage pool, 43 ... Storage pool equipment Operation floor 51: Water level of the storage pool (normal water level) 52: Water surface of the storage pool (water level when there is a possibility of overflow), 6 ... Spent fuel, 26A ... Storage tank, 261A ... Drain port, 262A ... Drainage channel, 27A ... Shutter device, 271A ... Shutter plate, 272A ... Wire, 273A ... Shutter drive control unit, 7A ... Stopper, 28A ... Pool water reflux device, 281A ... Drain device, 282A ... Suction side piping, 283 A ... discharge side piping, 29A ... exhaust system. Note that “A” at the end of the reference sign relates to the second embodiment.

Claims (14)

放射性同位元素を含む部材を貯蔵プール内に浸漬貯蔵する貯蔵プール設備において、
前記貯蔵プールの水位が水面変動によって限界水位を超過したと判定した場合或いは超過すると判定した場合に限界水位の超過信号を出力する水位監視手段と、
前記水位監視手段から限界水位の超過信号が出力されたときに、貯蔵プールの平常時水位よりも下方に位置するプール水充填領域を拡大して貯蔵プールの水位を降下させる水位調節手段と、
を備えることを特徴とする貯蔵プール設備。
In a storage pool facility for immersing and storing a member containing a radioisotope in a storage pool,
A water level monitoring means for outputting an excess signal of a limit water level when it is determined that the water level of the storage pool has exceeded the limit water level due to water level fluctuation or when it is determined to exceed the limit water level;
A water level adjusting means for expanding the pool water filling area located below the normal water level of the storage pool and lowering the water level of the storage pool when an excess signal of the critical water level is output from the water level monitoring means;
A storage pool facility comprising:
前記水位調節手段は、
前記貯蔵プールの平常時水位よりも下方に位置する内側面に沿って設けられ、空気の給排気口が設けられた空気袋と、
前記空気袋の給排気口に接続されて空気袋から排気され或いは空気袋に供給される空気が案内される給排気配管と、
前記限界水位の超過信号を受信したときに給排気配管を通じて空気袋から空気を排気し、操作信号を受けて給排気配管を通じて空気袋に空気を供給する給排気装置と、
を有することを特徴とする請求項1記載の貯蔵プール設備。
The water level adjusting means includes
An air bag provided along an inner surface located below the normal water level of the storage pool, and provided with an air supply / exhaust port;
An air supply / exhaust pipe connected to the air supply / exhaust port of the air bag to guide air exhausted from the air bag or supplied to the air bag;
An air supply / exhaust device for exhausting air from the air bag through the air supply / exhaust pipe when receiving an excess signal of the limit water level, and supplying air to the air bag through the air supply / exhaust pipe in response to the operation signal;
The storage pool facility according to claim 1, comprising:
前記空気袋の少なくとも頂部に放射線遮蔽体が設けられ、その空気袋の底部に空気袋が貯蔵プールに浸漬されるよう重量調節された錘が設けられることを特徴とする請求項2記載の貯蔵プール設備。   3. The storage pool according to claim 2, wherein a radiation shield is provided at least at the top of the air bag, and a weight whose weight is adjusted so that the air bag is immersed in the storage pool is provided at the bottom of the air bag. Facility. 前記水位調節手段は、
前記貯蔵プールの平常時水位よりも下方に位置する内壁面に排水口が設定された排水路を有し、この排水路により貯蔵プールと連通してプール水が案内される貯留槽と、
前記排水路を閉塞するように設けられ、前記限界水位の超過信号を受信したときに排水路を開放するシャッタ装置と、
前記排水路により貯留槽に案内されたプール水を汲み上げて貯留プールに戻すプール水還流装置と、
を有することを特徴とする請求項1記載の貯蔵プール設備。
The water level adjusting means includes
A storage tank in which a drainage port is set on the inner wall surface located below the normal water level of the storage pool, and the pool water is guided by the drainage channel in communication with the storage pool;
A shutter device that is provided to close the drainage channel and opens the drainage channel when an excess signal of the limit water level is received;
A pool water return device that pumps pool water guided to the storage tank by the drainage channel and returns it to the storage pool;
The storage pool facility according to claim 1, comprising:
前記シャッタ装置は、
排水口の開口面を摺動により開閉可能なシャッタ板と、このシャッタ板に取り付けられるワイヤと、
限界水位の超過信号を受信したときにそのワイヤを巻き取るシャッタ駆動制御部と、
前記排水口の開口淵部に設けられてシャッタ板が排水口を閉鎖した状態でこのシャッタ板を保持するストッパと、
を有することを特徴とする請求項4記載の貯蔵プール設備。
The shutter device includes:
A shutter plate capable of opening and closing the opening surface of the drain port by sliding, a wire attached to the shutter plate,
A shutter drive controller that winds up the wire when an excess signal of the limit water level is received;
A stopper that holds the shutter plate in a state where the shutter plate closes the drain port provided at the opening flange of the drain port;
The storage pool facility according to claim 4, wherein
前記水位監視手段は、貯蔵プールの水位を計測する水位計を有し、計測した水位が所定値を超えていると判定した場合に、限界水位の超過信号を出力すること特徴とする請求項1ないし5の何れか1項に記載の貯蔵プール設備。   The said water level monitoring means has a water level meter which measures the water level of a storage pool, and when it determines with the measured water level exceeding a predetermined value, it outputs the excess signal of a limit water level. The storage pool equipment according to any one of 5 to 5. 前記水位監視手段は、貯蔵プール設備の運転床の加速度を計測する加速度計を有し、計測した加速度が所定値を超えていると判定した場合に、限界水位の超過信号を出力すること特徴とする請求項1ないし5の何れか1項に記載の貯蔵プール設備。   The water level monitoring means has an accelerometer that measures the acceleration of the operation floor of the storage pool facility, and outputs an excess signal of a critical water level when it is determined that the measured acceleration exceeds a predetermined value; The storage pool facility according to any one of claims 1 to 5. 前記水位監視手段は、貯蔵プール設備から離れた位置の震度を計測する震度計を有し、計測した震度が所定値を超えていると判定した場合に、限界水位の超過信号を出力すること特徴とする請求項1ないし5の何れか1項に記載の貯蔵プール設備。   The water level monitoring means has a seismometer that measures the seismic intensity at a position away from the storage pool facility, and outputs an excess signal of a critical water level when it is determined that the measured seismic intensity exceeds a predetermined value. The storage pool facility according to any one of claims 1 to 5. 前記水位監視手段は、
貯蔵プールの水位を計測する水位計と、貯蔵プール設備の運転床の加速度を計測する加速度計と、貯蔵プール設備から離れた位置の震度を計測する震度計と、を有し、
前記計測した水位、加速度、震度のうち少なくとも1つが所定値を超えていると判定した場合に、限界水位の超過信号を出力することを特徴とする請求項1ないし5の何れか1項に記載の貯蔵プール設備。
The water level monitoring means includes
A water level meter that measures the water level of the storage pool, an accelerometer that measures the acceleration of the operating floor of the storage pool facility, and a seismometer that measures the seismic intensity at a position away from the storage pool facility,
6. The excess signal of a critical water level is output when it is determined that at least one of the measured water level, acceleration, and seismic intensity exceeds a predetermined value. Storage pool equipment.
前記貯蔵プールの水位が水面変動によって限界水位を超過したと判定した場合或いは限界水位を超過すると判定した場合に、注意を喚起する警報装置を備えたことを特徴とする請求項1ないし9の何れか1項に記載の貯蔵プール設備。   10. The alarm device according to claim 1, further comprising an alarm device for calling attention when it is determined that the water level of the storage pool has exceeded a limit water level due to a water level fluctuation or when it is determined that the water level exceeds the limit water level. The storage pool equipment according to claim 1. 放射性同位元素を含む部材を貯蔵プール内に浸漬貯蔵する貯蔵プール設備を対象とした溢水防止方法において、
水面変動によって貯蔵プールから溢水する可能性がある場合に、前記貯蔵プールの平常時水位よりも下方に位置するプール水充填領域を拡大して貯蔵プールの水位を降下させることを特徴とする貯蔵プールの溢水防止方法。
In the overflow prevention method for a storage pool facility for immersing and storing a member containing a radioisotope in the storage pool,
A storage pool characterized by expanding the pool water filling area located below the normal water level of the storage pool and lowering the water level of the storage pool when there is a possibility of overflow from the storage pool due to water level fluctuations How to prevent flooding.
前記プール水充填領域にプール水が浸入せず且つ容積可変な浸漬体を配置しておき、貯蔵プールの溢水可能性がある場合に、この浸漬体の容積を縮減させることでプール水充填領域を拡大することを特徴とする請求項11記載の貯蔵プールの溢水防止方法。   In the case where there is a possibility of overflow of the storage pool, a pool water filling area is reduced by reducing the volume of the immersion body in the case where there is a possibility of overflow of the storage pool. 12. The storage pool overflow prevention method according to claim 11, wherein the storage pool overflows. 前記浸漬体の少なくとも頂部に放射線遮蔽措置を設けることを特徴する請求項12記載の貯蔵プールの溢水防止方法。   13. The storage pool overflow prevention method according to claim 12, wherein a radiation shielding measure is provided on at least the top of the immersion body. 前記貯蔵プールの平常時水位よりも下方に位置する内壁面に排水口を設定した排水路を設け、
水面変動によって貯蔵プールの溢水可能性があるときは、この排水路からプール水を一時的に排水し、
前記排水の後貯蔵プールの溢水可能性がなくなったときは、排水したプール水を貯蔵プールに戻すことを特徴とする請求項11記載の貯蔵プールの溢水防止方法。
Provide a drainage channel with a drainage outlet on the inner wall located below the normal water level of the storage pool,
When there is a possibility of overflowing the storage pool due to water level fluctuations, the pool water is temporarily drained from this drainage channel,
12. The method for preventing overflow of a storage pool according to claim 11, wherein when the possibility of overflow of the storage pool disappears after the drainage, the drained pool water is returned to the storage pool.
JP2008257519A 2008-10-02 2008-10-02 Storage pool facility and method for preventing overflow stream in storage pool Pending JP2010085367A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013205059A (en) * 2012-03-27 2013-10-07 Mitsubishi Heavy Ind Ltd Monitoring system for water storage pit and spent fuel storage facility
WO2014001714A1 (en) * 2012-06-27 2014-01-03 Elta Device for detecting the level of a liquid contained in a container
JP2014048134A (en) * 2012-08-30 2014-03-17 Toshiba Corp Spent fuel pool, and partition wall structure
KR101873493B1 (en) 2016-11-03 2018-07-02 한국수력원자력 주식회사 Mitigation system for loss of coolant in spent fuel pool
CN108316400A (en) * 2018-04-19 2018-07-24 枣庄宏大伟业金属结构制造有限公司 A kind of villa rainwater cyclic utilization system
JP2019099265A (en) * 2017-12-08 2019-06-24 日立Geニュークリア・エナジー株式会社 Overflow prevention device, and nuclear power plant
KR20190129339A (en) * 2018-05-10 2019-11-20 한국원자력연구원 Apparatus for controlling water level of sump of nuclear power facility

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55105199U (en) * 1979-01-19 1980-07-22
JPS5942496A (en) * 1982-09-02 1984-03-09 株式会社東芝 Earthquake monitoring device
JPS60179898U (en) * 1984-05-07 1985-11-29 株式会社東芝 Fuel pool equipment
JPS6190091A (en) * 1984-10-11 1986-05-08 株式会社日立製作所 Structure of skimmer surge-tank water-level regulating plate
JPH07128485A (en) * 1993-11-04 1995-05-19 Toshiba Corp Fuel pool equipment
JPH08101296A (en) * 1994-09-30 1996-04-16 Toshiba Corp Sloshing overflow preventer
JP2000075090A (en) * 1998-08-31 2000-03-14 Toshiba Corp Isolation device of reactor power station
JP2006329799A (en) * 2005-05-26 2006-12-07 Toshiba Corp Sloshing overflow prevention device
JP2007163204A (en) * 2005-12-12 2007-06-28 Toshiba Corp Reactor building and method for renovating it

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55105199U (en) * 1979-01-19 1980-07-22
JPS5942496A (en) * 1982-09-02 1984-03-09 株式会社東芝 Earthquake monitoring device
JPS60179898U (en) * 1984-05-07 1985-11-29 株式会社東芝 Fuel pool equipment
JPS6190091A (en) * 1984-10-11 1986-05-08 株式会社日立製作所 Structure of skimmer surge-tank water-level regulating plate
JPH07128485A (en) * 1993-11-04 1995-05-19 Toshiba Corp Fuel pool equipment
JPH08101296A (en) * 1994-09-30 1996-04-16 Toshiba Corp Sloshing overflow preventer
JP2000075090A (en) * 1998-08-31 2000-03-14 Toshiba Corp Isolation device of reactor power station
JP2006329799A (en) * 2005-05-26 2006-12-07 Toshiba Corp Sloshing overflow prevention device
JP2007163204A (en) * 2005-12-12 2007-06-28 Toshiba Corp Reactor building and method for renovating it

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013205059A (en) * 2012-03-27 2013-10-07 Mitsubishi Heavy Ind Ltd Monitoring system for water storage pit and spent fuel storage facility
WO2014001714A1 (en) * 2012-06-27 2014-01-03 Elta Device for detecting the level of a liquid contained in a container
FR2992718A1 (en) * 2012-06-27 2014-01-03 Elta DEVICE FOR DETECTING THE LEVEL OF A LIQUID CONTAINED IN AN ENCLOSURE
JP2014048134A (en) * 2012-08-30 2014-03-17 Toshiba Corp Spent fuel pool, and partition wall structure
KR101873493B1 (en) 2016-11-03 2018-07-02 한국수력원자력 주식회사 Mitigation system for loss of coolant in spent fuel pool
JP2019099265A (en) * 2017-12-08 2019-06-24 日立Geニュークリア・エナジー株式会社 Overflow prevention device, and nuclear power plant
JP7107673B2 (en) 2017-12-08 2022-07-27 日立Geニュークリア・エナジー株式会社 Flood prevention devices and nuclear plants
CN108316400A (en) * 2018-04-19 2018-07-24 枣庄宏大伟业金属结构制造有限公司 A kind of villa rainwater cyclic utilization system
CN108316400B (en) * 2018-04-19 2024-04-19 枣庄宏大伟业金属结构制造有限公司 Villa rainwater cyclic utilization system
KR20190129339A (en) * 2018-05-10 2019-11-20 한국원자력연구원 Apparatus for controlling water level of sump of nuclear power facility
KR102086113B1 (en) * 2018-05-10 2020-03-06 한국원자력연구원 Apparatus for controlling water level of sump of nuclear power facility

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