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JPH077090B2 - Condensate leakage prevention device in condensate storage facility - Google Patents
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JPH077090B2 - Condensate leakage prevention device in condensate storage facility - Google Patents

Condensate leakage prevention device in condensate storage facility

Info

Publication number
JPH077090B2
JPH077090B2 JP60149768A JP14976885A JPH077090B2 JP H077090 B2 JPH077090 B2 JP H077090B2 JP 60149768 A JP60149768 A JP 60149768A JP 14976885 A JP14976885 A JP 14976885A JP H077090 B2 JPH077090 B2 JP H077090B2
Authority
JP
Japan
Prior art keywords
condensate
turbine building
wall
pipe
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP60149768A
Other languages
Japanese (ja)
Other versions
JPS6211199A (en
Inventor
健 荒川
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 JP60149768A priority Critical patent/JPH077090B2/en
Publication of JPS6211199A publication Critical patent/JPS6211199A/en
Publication of JPH077090B2 publication Critical patent/JPH077090B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Separation By Low-Temperature Treatments (AREA)
  • Sewage (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Structure Of Emergency Protection For Nuclear Reactors (AREA)

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、原子力発電プラントにおいてタービンで仕事
を終え、復水器により蒸気から凝縮された復水を貯蔵す
る復水貯蔵設備に係り、特に、復水がタンクや配管から
漏洩した際に外部に漏洩するのを防止する復水の漏洩防
止装置に関する。
Description: TECHNICAL FIELD OF THE INVENTION The present invention relates to a condensate storage facility for storing condensate condensed from steam by a condenser after finishing work on a turbine in a nuclear power plant. The present invention relates to a leak prevention device for condensed water, which prevents the condensed water from leaking outside when it leaks from a tank or a pipe.

〔発明の技術的背景とその問題点〕[Technical background of the invention and its problems]

原子炉発電プラントに使用された復水は放射能を帯びて
いるため、その漏洩には万全の対策が講じられている。
しかしながら、このような対策が講じられていたとして
も、さらに漏洩したときの対策まで講じておかないと、
万一漏洩した場合に漏洩水が外部にまで漏洩してしま
い、放射能汚染が拡大してしまうことになる。
Since the condensate used in the nuclear power plant is radioactive, all measures are taken to prevent its leakage.
However, even if such measures are taken, it is necessary to take measures for further leakage.
If it should leak, the leaked water will leak to the outside, and the radioactive contamination will spread.

このため、従来から復水貯蔵設備において、第2図に示
すような復水の漏洩防止装置が設けられていた。まず、
このような従来の復水の漏洩防止装置について説明す
る。
For this reason, conventionally, the condensate storage facility has been provided with a condensate leakage prevention device as shown in FIG. First,
Such a conventional condensate leakage prevention device will be described.

第2図において、地面1を掘削して形成した穴2の底部
には底壁3が張設されており、この底壁3上に、上部が
地面1上に臨む半地下式の復水貯蔵タンク4が設置され
ている。この復水貯蔵タンク4は密閉構造とされてお
り、図示しない配管により復水器(図示せず)と連通し
ている。前記底壁3上には、環状空間5を介して復水貯
蔵タンク4の外周を囲繞する遮蔽壁6が底壁3と一体に
立設されている。
In FIG. 2, a bottom wall 3 is stretched at the bottom of a hole 2 formed by excavating the ground 1, and a semi-underground condensate storage whose upper part faces the ground 1 on this bottom wall 3. A tank 4 is installed. The condensate storage tank 4 has a closed structure and communicates with a condenser (not shown) through a pipe (not shown). On the bottom wall 3, a shield wall 6 surrounding the outer periphery of the condensate storage tank 4 is provided upright integrally with the bottom wall 3 via an annular space 5.

前記遮蔽壁6と離間した位置には、この遮蔽壁6と同様
半地下式のタービン建屋7が設置されており、このター
ビン建屋7の底壁8は前記底壁3より下方に位置してい
る。前記復水貯蔵タンク4に関連する配管(図示せず)
は、この復水貯蔵タンク4から前記遮蔽壁6の下端部に
形成された開口9、および、前記タービン建屋7の外壁
10の下端部に形成された開口11を介してタービン建屋7
内に導入されており、途中遮蔽壁6および外壁10間にお
いては、これらの遮蔽壁6および外壁10にそれぞれ接続
された配管ダクト12内を延在している。この配管ダクト
12は、遮蔽壁6側の水平部13と、この水平部13より低い
位置の外壁10側の水平部15との間を鉛直部14により接続
して構成されている。
A semi-underground type turbine building 7 is installed at a position separated from the shielding wall 6 like the shielding wall 6, and a bottom wall 8 of the turbine building 7 is located below the bottom wall 3. . Piping (not shown) related to the condensate storage tank 4
Is an opening 9 formed from the condensate storage tank 4 to the lower end of the shielding wall 6 and the outer wall of the turbine building 7.
Turbine building 7 through opening 11 formed at the lower end of 10
It is introduced inside and extends between the shielding wall 6 and the outer wall 10 in the middle of a pipe duct 12 connected to the shielding wall 6 and the outer wall 10, respectively. This piping duct
The vertical portion 14 connects the horizontal portion 13 on the side of the shield wall 6 and the horizontal portion 15 on the side of the outer wall 10 lower than the horizontal portion 13 with the vertical portion 14.

なお、前記底壁3、遮蔽壁6、タービン建屋7の底壁8
および外壁10、配管ダクト12はそれぞれコンクリートに
より防水処理を施されて形成されている。また、前記復
水貯蔵タンク4および遮蔽壁6の上端間には、前記環状
空間5の上端を覆う屋根部材16が張設されており、雨水
が環状空間5内に浸入することを防止している。
The bottom wall 3, the shielding wall 6, and the bottom wall 8 of the turbine building 7
The outer wall 10 and the piping duct 12 are formed by waterproofing concrete. A roof member 16 covering the upper end of the annular space 5 is stretched between the upper ends of the condensate storage tank 4 and the shielding wall 6 to prevent rainwater from entering the annular space 5. There is.

前述した構成によれば、地震などにより万一配管、弁な
どの亀裂や破断もしくは復水貯蔵タンク4の溶接部の亀
裂などが生じて復水が漏洩したとしても、この漏洩水
は、配管ダクト12からタービン建屋7内に流入するの
で、漏洩水は放射線管理区域外には漏洩しない。
According to the above-described configuration, even if the condensate leaks due to cracks or breaks in pipes, valves, or cracks in the welds of the condensate storage tank 4 due to an earthquake, etc. Since it flows into the turbine building 7 from 12, the leaked water does not leak outside the radiation controlled area.

しかしながら、このような従来の復水貯蔵設備における
復水の漏洩防止装置においては、遮蔽壁6の内側の環状
空間5における配管、弁などからの微少量の漏洩水は、
遮蔽壁6の外側の放射線管理区域外には流出しないが、
遮蔽壁6の開口9およびタービン建屋7の外壁10の開口
11を介して漏洩水による放射性液体の汚染は配管ダクト
12からタービン建屋7内へと拡大されるおそれがある。
However, in such a condensate leakage prevention device in the conventional condensate storage facility, a very small amount of leakage water from pipes, valves, etc. in the annular space 5 inside the shielding wall 6 is
Although it does not flow out of the radiation control area outside the shielding wall 6,
Opening 9 of the shielding wall 6 and opening of the outer wall 10 of the turbine building 7
Pollution of radioactive liquid by water leaking through 11 piping duct
There is a risk that it will be expanded from 12 to the inside of the turbine building 7.

一方、遮蔽壁6の内側において多量の漏洩水が発生する
と、この漏洩水のタービン建屋7内への流入を防止する
ために漏洩水の移送および処理を行なう必要があり、そ
の際のポンプや配管の仮設に多大な労働力が必要とされ
る。
On the other hand, if a large amount of leaked water is generated inside the shielding wall 6, it is necessary to transfer and process the leaked water in order to prevent the leaked water from flowing into the turbine building 7. A large amount of labor is required for temporary construction.

さらに、前記タービン建屋7内は、原子炉発電プラント
の機構上負圧制御されるため、前記開口11には気密処理
のための機構を設けなければならず、構成が複雑にな
る。
Further, since the inside of the turbine building 7 is controlled to have a negative pressure due to the mechanism of the nuclear power plant, the opening 11 must be provided with a mechanism for airtight treatment, which complicates the structure.

〔発明の目的〕[Object of the Invention]

本発明は、このような点を考慮してなされたものであ
り、配管、弁などからの微小漏洩時におけるタービン建
屋内への放射能汚染の拡大を防止し、それぞれ復水貯蔵
タンクおよび遮蔽壁間の環状空間や配管ダクト内に漏洩
水を貯えて処理し得るようにした復水貯蔵設備における
復水の漏洩防止装置を提供することを目的としている。
The present invention has been made in consideration of such a point, and prevents the expansion of radioactive contamination in the turbine building at the time of minute leakage from pipes, valves, etc., and prevents the condensate storage tank and the shielding wall, respectively. An object of the present invention is to provide a condensate leakage prevention device in a condensate storage facility that can store and treat leakage water in an annular space or a piping duct between them.

〔発明の概要〕[Outline of Invention]

本発明は、遮蔽壁内に開口し配管ダクト内を介してター
ビン建屋内に達する排水管を設け、この排水管に仕切弁
を介装するとともに、配管ダクトおよびタービン建屋を
区画するタービン建屋壁に連通開口を形成し、この連通
開口を所定の水圧により破壊される圧力破壊板により被
覆したことを特徴としている。
The present invention provides a drainage pipe that opens into a shielding wall and reaches the turbine building through a piping duct, and a sluice valve is installed in the drainage pipe, and a turbine building wall that divides the piping duct and the turbine building. A communication opening is formed, and the communication opening is covered with a pressure rupture plate that is ruptured by a predetermined water pressure.

〔発明の実施例〕Example of Invention

以下、本発明を図面に示す実施例により説明する。な
お、前述した従来のものと同様の構成については、図面
中の同一の符号を付し、その説明は省略する。
The present invention will be described below with reference to embodiments shown in the drawings. The same components as those of the conventional one described above are designated by the same reference numerals in the drawings, and the description thereof will be omitted.

第1図は本発明の実施例を示すものであり、先端が環状
空間5の下端の底壁3に形成された溝(図示せず)内に
臨み、配管ダクト12内を延在してタービン建屋7内の図
示しない放射性液体廃棄物処理装置と接続されている排
水管17が配設されており、この排水管17には前記配管ダ
クト12内に臨む仕切弁18が介装されている。そして、環
状空間5および配管ダクト12を区画する遮蔽壁6は、こ
の排水管17および図示しない復水貯蔵タンク4の関連配
管の通過部位を除いて完全に密封されている。
FIG. 1 shows an embodiment of the present invention, in which the tip end faces a groove (not shown) formed in the bottom wall 3 at the lower end of the annular space 5 and extends in the pipe duct 12 to extend the turbine. A drainage pipe 17 connected to a radioactive liquid waste treatment device (not shown) in the building 7 is provided, and a sluice valve 18 facing the inside of the pipe duct 12 is interposed in the drainage pipe 17. The shield wall 6 that divides the annular space 5 and the pipe duct 12 is completely sealed except for the drain pipe 17 and the passage of the related pipe of the not-shown condensate storage tank 4.

一方、前記配管ダクト12およびタービン建屋7を区画す
るタービン建屋7の外壁10もまた、排水管17および復水
貯蔵タンク4の関連配管の通過部位を除いて完全密封さ
れており、この外壁10の配管ダクト12に対向する部位の
上下方向中間位置には、連通開口19が形成され、この連
通開口19は圧力破壊板20により被覆されている。この圧
力破壊板20は、常時は、配管ダクト12およびタービン建
屋7を区画して配管ダクト12内に漏洩水を貯溜するとと
もに、タービン建屋7内の負圧制御を良好ならしめ、か
つ、配管ダクト12内の漏洩水の水位が設定レベルになっ
たらこの水圧により破壊され、連通開口19の下限以上の
漏洩水をタービン建屋7内に導入するようになってい
る。前記圧力破壊板20は、配管ダクト12内の漏洩水の水
位が配管ダクト12の強度上の制限水位を越えたときに破
壊されるように構成することが望ましい。
On the other hand, the outer wall 10 of the turbine building 7 that divides the pipe duct 12 and the turbine building 7 is also completely sealed except for the drain pipe 17 and the passage portion of the related pipe of the condensate storage tank 4, and the outer wall 10 A communication opening 19 is formed at an intermediate position in the vertical direction of a portion facing the pipe duct 12, and the communication opening 19 is covered with a pressure rupture plate 20. The pressure rupture plate 20 normally partitions the piping duct 12 and the turbine building 7 to store leaked water in the piping duct 12, and also makes the negative pressure control in the turbine building 7 good, and When the water level in the leak water in 12 reaches a set level, it is destroyed by this water pressure, and leak water above the lower limit of the communication opening 19 is introduced into the turbine building 7. The pressure rupture plate 20 is preferably configured to be destroyed when the level of leaked water in the pipe duct 12 exceeds the water limit level in terms of strength of the pipe duct 12.

前記配管ダクト12の下端には漏洩水を貯溜するサンプ21
が形成されており、このサンプ21内の漏洩水はポンプ22
によりタービン建屋7内の放射性液体廃棄物処理装置に
搬送されるようになっている。
A sump 21 for storing leaked water is provided at the lower end of the pipe duct 12.
The leak water in the sump 21 is
Is transported to the radioactive liquid waste treatment device in the turbine building 7.

つぎに、前記した実施例の作用について説明する。ま
ず、遮蔽壁6内あるいは配管ダクト12内において少量の
復水の漏洩があった場合は、それぞれ排水管17またはポ
ンプ22によりタービン建屋7内の放射性液体廃棄物処理
装置に導いて処理する。
Next, the operation of the above-described embodiment will be described. First, when a small amount of condensate leaks in the shielding wall 6 or the pipe duct 12, the drain pipe 17 or the pump 22 respectively guides it to the radioactive liquid waste treatment device in the turbine building 7 for treatment.

また、遮蔽壁6内あるいは配管ダクト12内において配管
の破損などにより一度に多量の復水の漏洩があった場合
は、一度に処理し切れないので、一時的に遮蔽壁6内あ
るいは配管ダクト12内に漏洩水を貯溜した上で排水管17
またはポンプ22により徐々に処理する。ところで、前記
配管ダクト12内の漏洩水の水位が配管ダクト12の強度を
越えると圧力破壊板20が水位により破壊されて、配管ダ
クト12内の漏洩水はタービン建屋7内に導かれることに
なる。
In addition, if a large amount of condensate leaks at once due to breakage of the pipe in the shielding wall 6 or the pipe duct 12, it cannot be processed at one time, so that the shielding wall 6 or the pipe duct 12 can be temporarily treated. Drain pipe 17 after storing leaked water inside
Alternatively, it is gradually processed by the pump 22. By the way, when the water level of the leaked water in the pipe duct 12 exceeds the strength of the pipe duct 12, the pressure rupture plate 20 is broken by the water level, and the leaked water in the pipe duct 12 is guided into the turbine building 7. .

このように本実施例によれば、遮蔽壁6内あるいは配管
ダクト12内に一時的に貯溜することができるので、放射
性の漏洩水を外部あるいはタービン建屋7内に拡散する
ことなく処理することができ、安全性をさらに向上する
ことができる。
As described above, according to the present embodiment, since it is possible to temporarily store in the shielding wall 6 or the pipe duct 12, radioactive leaked water can be treated without diffusing outside or inside the turbine building 7. Therefore, the safety can be further improved.

〔発明の効果〕 以上説明したように、本発明に係る復水貯蔵設備におけ
る復水の漏洩防止装置は、遮蔽壁内に開口し配管ダクト
内を介してタービン建屋内に達する排水管を設け、この
排水管に仕切弁を介装するとともに、配管ダクトおよび
タービン建屋を区画するタービン建屋壁に連通開口を形
成し、この連通開口を所定の水圧により破壊される圧力
破壊板により被覆したので、簡単な構成にもかかわらず
配管、弁などからの微少量の漏洩水のタービン建屋内へ
の流入を防止し、タービン建屋内の放射能の拡散を未然
に防止することができるとともに、漏洩水の処理の際に
も省力化を図ることができるという優れた効果を奏す
る。また、処理できない程の量の漏洩があった場合に
は、従来と同様にタービン建屋内に流入させて、漏洩水
の放射線管理区域外への漏洩を防止することができる。
[Effects of the Invention] As described above, the leakage prevention device of the condensate in the condensate storage facility according to the present invention is provided with a drain pipe that opens into the shielding wall and reaches the turbine building through the pipe duct. A sluice valve is installed in this drain pipe, and a communication opening is formed in the wall of the turbine building that divides the piping duct and turbine building, and this communication opening is covered with a pressure rupture plate that is destroyed by a predetermined water pressure. Despite its unique structure, it is possible to prevent the inflow of a small amount of leaked water from pipes, valves, etc. into the turbine building, prevent the diffusion of radioactivity inside the turbine building, and treat the leaked water. Also in this case, there is an excellent effect that labor can be saved. Further, if there is a leak that cannot be treated, the leak water can be prevented from leaking out of the radiation control area as in the conventional case.

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

第1図は本発明に係る復水貯蔵設備における復水の漏洩
防止装置の実施例を示す概略縦断面図、第2図は従来の
復水の漏洩防止装置を示す概略縦断面図である。 4……復水貯蔵タンク、5……環状空間、6……遮蔽
壁、7……タービン建屋、10……外壁、12……配管ダク
ト、17……排水管、18……仕切弁、19……連通開口、20
……圧力破壊板、21……サンプ、22……ポンプ。
FIG. 1 is a schematic vertical sectional view showing an embodiment of a condensate leakage prevention device in a condensate storage facility according to the present invention, and FIG. 2 is a schematic vertical sectional view showing a conventional condensate leakage prevention device. 4 ... Condensate storage tank, 5 ... Annular space, 6 ... Shielding wall, 7 ... Turbine building, 10 ... Outer wall, 12 ... Piping duct, 17 ... Drain pipe, 18 ... Gate valve, 19 ...... Communication opening, 20
...... Pressure rupture plate, 21 …… sump, 22 …… pump.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】外周を遮蔽壁により密封された状態で囲繞
された復水貯蔵タンクから延在し、底壁が復水貯蔵タン
クの底壁より下方に位置し、タービン建屋壁により密封
状態で区画されたタービン建屋内に達する配管を、前記
遮蔽壁およびタービン建屋壁にそれぞれと接続された配
管ダクト内に配設した復水貯蔵設備において、前記遮蔽
壁内に開口し前記配管ダクト内を介してタービン建屋内
に導かれ放射性液体廃棄物処理装置に接続された排水管
を設け、この排水管に仕切弁を介装するとともに、前記
タービン建屋を区画する前記タービン建屋壁に連通開口
を形成し、この連通開口を所定の水圧により破壊される
圧力破壊板により被覆し、前記配管ダクト内の漏洩水を
前記放射性廃棄物処理装置に搬送するポンプを配置した
ことを特徴とする復水貯蔵設備における復水の漏洩防止
装置。
Claim: What is claimed is: 1. An outer periphery extends from a condensate storage tank surrounded by a shielding wall, the bottom wall is located below the bottom wall of the condensate storage tank, and the turbine building wall is sealed. In a condensate storage facility in which a pipe reaching the partitioned turbine building is arranged in a pipe duct connected to each of the shielding wall and the turbine building wall, an opening is made in the shielding wall and the inside of the pipe duct is inserted. A drainage pipe that is guided to the inside of the turbine building and connected to the radioactive liquid waste treatment device, a drain valve is installed in this drainage pipe, and a communication opening is formed in the turbine building wall that partitions the turbine building. The communication opening is covered with a pressure rupture plate that is ruptured by a predetermined water pressure, and a pump is arranged to convey the leaked water in the pipe duct to the radioactive waste treatment device. Security apparatus of condensate in the water storage facilities.
【請求項2】前記圧力破壊板は、前記配管ダクト内の漏
洩水の水位が配管ダクトの強度上の制限水位を越えたと
きに破壊されるように構成されている特許請求の範囲第
1項記載の復水貯蔵設備における復水の漏洩防止装置。
2. The pressure rupture plate is configured to be destroyed when the water level of leaked water in the pipe duct exceeds a water level limit in terms of strength of the pipe duct. Condensate leakage prevention device in the condensate storage facility described.
JP60149768A 1985-07-08 1985-07-08 Condensate leakage prevention device in condensate storage facility Expired - Lifetime JPH077090B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60149768A JPH077090B2 (en) 1985-07-08 1985-07-08 Condensate leakage prevention device in condensate storage facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60149768A JPH077090B2 (en) 1985-07-08 1985-07-08 Condensate leakage prevention device in condensate storage facility

Publications (2)

Publication Number Publication Date
JPS6211199A JPS6211199A (en) 1987-01-20
JPH077090B2 true JPH077090B2 (en) 1995-01-30

Family

ID=15482309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60149768A Expired - Lifetime JPH077090B2 (en) 1985-07-08 1985-07-08 Condensate leakage prevention device in condensate storage facility

Country Status (1)

Country Link
JP (1) JPH077090B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2656664B2 (en) * 1990-11-29 1997-09-24 株式会社日立製作所 Power plant
JP5754953B2 (en) * 2011-01-18 2015-07-29 三菱重工業株式会社 Nuclear power plant 1/2 primary drainage system and nuclear power plant

Also Published As

Publication number Publication date
JPS6211199A (en) 1987-01-20

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