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JPH0750190B2 - Reactor building - Google Patents
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JPH0750190B2 - Reactor building - Google Patents

Reactor building

Info

Publication number
JPH0750190B2
JPH0750190B2 JP61290507A JP29050786A JPH0750190B2 JP H0750190 B2 JPH0750190 B2 JP H0750190B2 JP 61290507 A JP61290507 A JP 61290507A JP 29050786 A JP29050786 A JP 29050786A JP H0750190 B2 JPH0750190 B2 JP H0750190B2
Authority
JP
Japan
Prior art keywords
building
storage tank
condensate storage
wall
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
JP61290507A
Other languages
Japanese (ja)
Other versions
JPS63144294A (en
Inventor
龍男 永瀬
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 JP61290507A priority Critical patent/JPH0750190B2/en
Publication of JPS63144294A publication Critical patent/JPS63144294A/en
Publication of JPH0750190B2 publication Critical patent/JPH0750190B2/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
    • Y02E30/30Nuclear fission reactors

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は、沸騰水型原子力発電所の原子炉建屋に係り、
特に復水貯蔵槽をライニング槽として建屋内に設置する
原子炉建屋の改良に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to a reactor building of a boiling water nuclear power plant,
Particularly, it relates to the improvement of the reactor building where the condensate storage tank is installed as a lining tank in the building.

(従来の技術) 沸騰水型原子力発電所においては、例えば復水脱塩器等
からの放射性液体廃棄物処理設備からの処理剤水や、新
水補給水である純水補給水設備からの純水補給水を貯留
し、各発電所内機器、配管および発電所一次系への補給
水源となる復水貯蔵設備が設置されることはよく知られ
ている。この復水貯蔵設備は約3000m3前後の容量の大型
タンクとなることから、従来主に原子炉建屋外に設置さ
れていたが、敷地スペースの有効利用およびタンク基礎
構造物の削除、管理等を容易にする目的で最近では原子
炉建屋内にライニング槽からなる復水貯蔵槽として設置
する場合も多くなっている。
(Prior art) In a boiling water nuclear power plant, for example, treating agent water from a radioactive liquid waste treatment facility such as a condensate demineralizer or pure water from a pure water makeup water facility that is fresh water makeup water. It is well known that a condensate storage facility is installed to store makeup water and to be a source of makeup water for each power plant equipment, piping, and primary power plant system. Since this condensate storage facility will be a large tank with a capacity of around 3000 m 3 , it was conventionally installed mainly outside the reactor building, but effective use of site space and removal and management of tank foundation structures etc. Recently, for the purpose of facilitating the installation, it is often installed in the reactor building as a condensate storage tank consisting of a lining tank.

このような復水貯蔵槽内在形の原子炉建屋の従来例を第
4図および第5図に示している。
FIGS. 4 and 5 show a conventional example of such a reactor building with a built-in condensate storage tank.

原子炉建屋1は、敷地の地表2よりも低い部分に設置し
たマットコンクリート3上に、原子炉格納容器4を囲む
一次格納施設5、その外側を囲む二次格納施設としての
内部ボックス壁6、さらにその外側を囲む建屋外壁とし
ての外部ボックス壁7等を立上らせ、これらによって区
画される空間をスラブ壁8で上下に仕切ることにより、
機器ピットまたは使用済燃料貯蔵プール9a,9b、原子炉
室10、圧力抑制室11等を形成している。
The reactor building 1 includes a primary containment facility 5 that surrounds the reactor containment vessel 4, an inner box wall 6 that surrounds the outside of the primary containment facility 5, on a mat concrete 3 that is installed at a portion lower than the surface 2 of the site. Furthermore, by raising an external box wall 7 or the like as a building outdoor wall that surrounds the outside and partitioning the space defined by these into upper and lower slab walls 8,
An equipment pit or a spent fuel storage pool 9a, 9b, a reactor room 10, a pressure suppression room 11, etc. are formed.

このような従来の原子炉建屋1において、復水貯蔵槽12
は、外部ボックス壁7の内方に配置した中間ボックス壁
13の内面と、内部ボックス壁6の外面と、天板スラブ14
の下面と、底板スラブ15の上面と、側壁16,17の内面と
にライニングを施して構成されている。これにより、復
水貯蔵槽12は、建屋外部からスペース18a,18b,18c,18d
を介して建屋内方に設けられている。そして、復水貯蔵
槽12内の貯留水は放射性流体であることから、万一ライ
ニングプレートの溶接部等から貯留水が漏洩しても、直
接屋外へ放射性流体が漏出しないように配慮されてい
る。
In such a conventional reactor building 1, the condensate storage tank 12
Is an intermediate box wall arranged inside the outer box wall 7.
Inner surface of 13 and outer surface of inner box wall 6 and top plate slab 14
Of the bottom plate, the upper surface of the bottom plate slab 15, and the inner surfaces of the side walls 16 and 17 are lined. As a result, the condensate storage tank 12 can be installed in the spaces 18a, 18b, 18c, 18d from the building exterior.
It is installed in the building through. Since the stored water in the condensate storage tank 12 is a radioactive fluid, even if the stored water leaks from the welded portion of the lining plate, etc., it is considered that the radioactive fluid does not leak directly to the outside. .

ところで、このように復水貯蔵槽12を屋内設置とした場
合でも、その容量は約3000m3前後と大容量であって、し
かもバルブスペース等の付帯設備の格納空間が必要であ
るため、前記の建屋外部側のスペース、特に側方スペー
ス18b,18cまで含めた建屋構造が極めて大型なものとな
る。即ち、そのスペース18b,18cの一部は通路等として
利用できるとしても、必要不可欠なものではなく、殆ど
デットスペースとなるものである。このため、建屋の容
量が不要に増大し、それだけ建設コストが高いものとな
っている。
By the way, even when the condensate storage tank 12 is installed indoors in this way, its capacity is as large as about 3000 m 3 and, in addition, a storage space for auxiliary equipment such as a valve space is required. The space on the outdoor side of the building, especially the building structure including the lateral spaces 18b and 18c, will be extremely large. That is, even if a part of the spaces 18b and 18c can be used as a passage or the like, it is not indispensable and almost becomes a dead space. For this reason, the capacity of the building is unnecessarily increased, and the construction cost is correspondingly high.

また、復水貯蔵槽12の外側は耐震グレードの高い構造物
で、前記二重の外側壁で覆う構造ではコンクリート物量
も多く必要とし、この面でもコストアップとなってい
る。
Further, the outside of the condensate storage tank 12 is a structure having a high earthquake resistance grade, and the structure covered with the double outer wall requires a large amount of concrete, which also leads to an increase in cost.

ところで、原子力発電所には、原子炉建屋内に設置され
ている各種機器を冷却するために、補機冷却水系が設け
られている。この補機冷却水系は冷却水源として主に海
水を用いている。即ち、原子炉建屋1の屋外には第4図
に示すように、海水を導くための配管およびケーブルト
レイ等を収納する断面ボックス状の補機冷却水系配管ト
レンチ19が地下埋設形で設置されている。この補給冷却
水系配管トレンチ19は多量の冷却水を移送する大口径の
配管を複数本通すものであるため、大規模なコンクリー
ト構築物となっている。
By the way, in a nuclear power plant, an auxiliary cooling water system is provided in order to cool various devices installed in the reactor building. This auxiliary machine cooling water system mainly uses seawater as a cooling water source. That is, outside the reactor building 1, as shown in FIG. 4, a box-shaped auxiliary cooling water system pipe trench 19 having a box-shaped cross section for storing pipes for guiding seawater, a cable tray, etc. is installed underground. There is. The supply cooling water system piping trench 19 is a large-scale concrete structure because it has a plurality of large-diameter pipings for transferring a large amount of cooling water.

なお、第4図右側下半部に示すように、原子炉建屋1に
は廃棄物用放射性流体を貯留する放射性流体内含槽12a
を例えば4本備えている。この放射性流体内含槽12aの
場合にも、流体漏洩を防止する手段として復水貯蔵槽12
の場合と同様の空間18e,18fを設けた二重壁構造が採用
され、前記同様の問題が生じている。
As shown in the lower right part of FIG. 4, the reactor building 1 contains a radioactive fluid containing tank 12a for storing radioactive fluid for waste.
For example, four are provided. Even in the case of this radioactive fluid containing tank 12a, the condensate storage tank 12 is provided as a means for preventing fluid leakage.
The double wall structure provided with the spaces 18e and 18f similar to the above case is adopted, and the same problem as described above occurs.

(発明が解決しようとする問題点) 従来の原子炉建屋では、直接建屋外へ放射性流体が漏洩
するのを防止し、また漏洩の検知が行なえるようにする
ため、復水貯蔵槽を建屋外壁に直接設置しない設計とし
ている。このため、復水貯蔵槽と建屋外壁との間には空
間が生じ、一部は通路等として利用できるが、大部分は
デットスペースとなり、建屋の容量を不必要に増加さ
せ、コストアップにつながっている。
(Problems to be solved by the invention) In a conventional reactor building, a condensate storage tank is installed on the building exterior wall to prevent leakage of radioactive fluid directly to the building exterior and to detect leakage. It is designed not to be installed directly on the. For this reason, a space is created between the condensate storage tank and the building exterior wall, and part of it can be used as a passageway, but most of it becomes a dead space, unnecessarily increasing the building capacity and increasing costs. ing.

また、補機冷却水系配管トレンチについても、土木掘削
分を含め、使用物量が多大となり、それだけコストアッ
プにつながっている。
Also, regarding the auxiliary equipment cooling water system piping trench, the amount of materials used is large, including the amount of excavated civil engineering, leading to higher costs.

本発明はこのような事情に鑑みてなされたもので、原子
炉建屋のデットスペースの縮小および貯留水の漏出防止
が同時に図れるとともに、コンクリート物量の削減等が
図れる原子炉建屋を提供することを目的とする。
The present invention has been made in view of such circumstances, and an object of the present invention is to provide a reactor building capable of reducing the dead space of the reactor building and preventing leakage of stored water at the same time, and reducing the amount of concrete. And

〔発明の構成〕[Structure of Invention]

(問題点を解決するための手段) 本発明は、沸騰水型原子力発電所の原子炉建屋におい
て、建屋外壁の地下埋設部付近の内面側に、その建屋外
壁を一側壁とするライニング槽からなるボックス状の復
水貯蔵槽を設けるとともに、その復水貯蔵槽の建屋外方
に位置して、前記建屋外壁の地下埋設部を一側壁とする
ボックス状の補機冷却水系配管トレンチを設けたことを
特徴とするものである。
(Means for Solving the Problems) The present invention is, in a reactor building of a boiling water nuclear power plant, on the inner surface side near the underground buried portion of the building outdoor wall, comprising a lining tank having the building outdoor wall as one side wall. A box-shaped condensate storage tank was provided, and a box-shaped auxiliary cooling water system piping trench was located outside the building of the condensate storage tank, with the underground buried part of the building exterior wall as one side wall. It is characterized by.

(作用) 復水貯蔵槽を建屋の外壁内面に直接設置して、その外壁
外面に補機冷却水系配管トレンチを設置することによ
り、復水貯蔵槽と建屋外地地下部環境との間に前記トレ
ンチによる空間が確保でき、漏洩水の直接環境漏出のお
それなく、復水貯蔵設備の専有スペースを縮小し、建屋
の縮小によるコスト低下が図れる。
(Operation) By installing the condensate storage tank directly on the inner surface of the outer wall of the building and by installing the auxiliary equipment cooling water system piping trench on the outer surface of the outer wall, the trench is provided between the condensate storage tank and the environment of the outdoor building underground area. The space can be secured, and there is no risk of direct leakage of leaked water to the environment. The space occupied by the condensate storage facility can be reduced, and the cost can be reduced by reducing the size of the building.

また、復水貯蔵槽の一側壁、建屋外壁おび補機冷却水系
配管トレンチの建屋側一側壁の三者を一体構造として共
用したことにより、耐震グレードの高い構造物のコンク
リート物量が大幅に削減できる。
In addition, by sharing one side wall of the condensate storage tank, the outdoor side wall of the building, and the side wall of the building side of the auxiliary equipment cooling water system piping trench as an integrated structure, the amount of concrete in high earthquake-resistant structures can be significantly reduced. .

さらに、補機冷却水系配管トレンチを建屋外壁に一体設
置したことにより、建屋内外壁部に設置された復水貯蔵
槽に対する地下部の土圧に対する配慮も不要となる。
Further, by installing the auxiliary equipment cooling water system piping trench integrally on the outdoor wall of the building, it is not necessary to consider the earth pressure of the underground part for the condensate storage tank installed on the outer wall of the building.

(実施例) 以下、本発明の一実施例を第1図および第2図を参照し
て説明する。
(Embodiment) An embodiment of the present invention will be described below with reference to FIGS. 1 and 2.

原子炉建屋21は、敷地の地表22よりも低い部分に設置し
たマットコンクリート23上に、原子炉格納容器24を囲む
一次格納施設25、その外側を囲む二次格納施設としての
内部ボックス壁26、さらにその外側を囲む建屋外壁とし
ての外部ボックス壁27等を立上らせ、これらによって区
画される空間をスラブ壁28で上下に仕切ることにより、
機器ピットまたは使用済燃料貯蔵プール29a,29b、原子
炉室30、圧力抑制室31等を形成している。
The reactor building 21 is a primary containment facility 25 that surrounds the reactor containment vessel 24 on a mat concrete 23 that is installed in a portion lower than the ground surface 22 of the site, and an inner box wall 26 as a secondary containment facility that surrounds the outside thereof. Furthermore, by raising the external box wall 27 etc. as a building outdoor wall surrounding the outside, and partitioning the space demarcated by these with the slab wall 28 up and down,
An equipment pit or a spent fuel storage pool 29a, 29b, a reactor room 30, a pressure suppression room 31, etc. are formed.

このものにおいて、外部ボックス壁27の地下埋設部付近
の内面側に、その外部ボックス壁27を一側壁とするライ
ニング槽からなるボックス状の復水貯蔵槽32を高さ方向
略半分を地下に配置させて設けている。この復水貯蔵槽
32は、外部ボックス壁27の内面と、内部ボックス壁26の
外面と、天板スラブ33の下面および底板スラブ34の上面
と、側壁35,36の内面とにライニングを施して構成し、
図示しない液体廃棄物処理装置からの処理水および純水
補給水設備からの純水補給水を貯留し、発電所内の各種
機器、配管および一次系への補給水源となっている。
In this, a box-shaped condensate storage tank 32 consisting of a lining tank having the outer box wall 27 as one side wall is arranged underground approximately half in the height direction on the inner surface side near the underground buried portion of the outer box wall 27. It is provided. This condensate storage tank
32 is configured by lining the inner surface of the outer box wall 27, the outer surface of the inner box wall 26, the lower surface of the top plate slab 33 and the upper surface of the bottom plate slab 34, and the inner surfaces of the side walls 35, 36.
It stores treated water from a liquid waste treatment device (not shown) and pure water make-up water from a pure water make-up water facility, and serves as a source of make-up water to various devices, pipes, and primary systems in the power plant.

また、復水貯蔵槽32の建屋外方に位置して、外部ボック
ス壁27の地下埋設部を一側壁とするボックス状の補機冷
却水系配管トレンチ37を設けている。即ち、この補機冷
却水系配管トレンチ37は原子炉建屋31と一体的に設け、
かつ復水貯蔵槽32の略下半部分の外側を覆う構成として
いる。なお、この補機冷却水系配管トレンチ37には、図
示しないが海水導入用配管およびケーブルトレイ等を収
納している。
Further, a box-shaped auxiliary equipment cooling water system piping trench 37 having an underground buried portion of the outer box wall 27 as one side wall is provided on the outdoor side of the condensate storage tank 32. That is, this auxiliary equipment cooling water piping trench 37 is provided integrally with the reactor building 31,
In addition, the outside of a substantially lower half of the condensate storage tank 32 is covered. Incidentally, although not shown, the auxiliary water cooling system piping trench 37 accommodates seawater introduction piping, a cable tray, and the like.

このような構成の原子炉建屋21によると、復水貯蔵槽32
と外部ボックス壁27との間に空間部を設ける必要がな
く、それだけ原子炉建屋21の容量削減が図れ、コスト低
下が図れる。
According to the reactor building 21 having such a configuration, the condensate storage tank 32
Since it is not necessary to provide a space between the outer box wall 27 and the outer box wall 27, the capacity of the reactor building 21 can be reduced and the cost can be reduced.

また、復水貯蔵槽32を外部ボックス壁27に隣接設置した
ことによる貯留水漏出検知については、補機冷却水系配
管トレンチ37を外部ボックス壁27の外側に一体設置した
ことにより、その補機冷却水系配管トレンチ37内にて検
知可能となり、復水貯蔵槽32の漏洩検知に対する信頼性
は従来同様に保持できる。
Regarding the stored water leak detection by installing the condensate storage tank 32 adjacent to the outer box wall 27, the auxiliary equipment cooling water system piping trench 37 is integrally installed outside the outer box wall 27 to cool the auxiliary equipment. The detection can be performed in the water system piping trench 37, and the reliability of the leak detection of the condensate storage tank 32 can be maintained as in the conventional case.

さらに、復水貯蔵槽32の外側壁部、建屋外壁部、補機冷
却水系配管トレンチ37の建屋側壁を一体構造としたこと
により、耐震グレードの高い肉圧構造物の量が減少し、
それだけコンクリート物量を削減することができ、この
意味でもコスト低下が図れる。
Furthermore, the outer wall of the condensate storage tank 32, the outdoor wall of the building, and the building side wall of the auxiliary cooling water system piping trench 37 have an integrated structure, which reduces the amount of high-pressure earthquake-resistant meat pressure structures,
The amount of concrete can be reduced by that much, and cost can be reduced in this sense as well.

また、補機冷却水系配管トレンチ37を外部ボックス壁27
の外側に一体設置したことより、外部ボックス壁27の内
側に隣接設置した復水貯蔵槽32に対する地下部の土圧に
対する配慮も不要となる。
In addition, the auxiliary equipment cooling water system piping trench 37 is connected to the outer box wall 27.
Since it is integrally installed on the outer side of the outer box wall, it is not necessary to consider the earth pressure of the underground part with respect to the condensate storage tank 32 installed adjacently on the inner side of the outer box wall 27.

なお、本発明では復水貯蔵槽として例えば放射性流体内
含槽を適用することもできる。即ち、前記実施例の原子
炉建屋21において、第1図の右下半部に示すように、廃
棄用放射性流体を貯留する小形なボックス状の放射性流
体内含槽38を外部ボックス壁27の地下埋設部内方に位置
してライニング槽として複数、例えば4体設けている。
この放射性流体内含槽38の外側に仮想線で示すように、
補機冷却水系配管トレンチ39を設けてもよい。このよう
な構成にそれば、放射性流体内含槽38の外側に第4図に
示す従来のような通路としての余分なスペースを設ける
必要がなくなり、前記復水貯蔵槽32に適用した場合と同
様の効果が奏される。
In the present invention, for example, a radioactive fluid-containing tank can be applied as the condensate storage tank. That is, in the reactor building 21 of the above-mentioned embodiment, as shown in the lower right half of FIG. 1, a small box-shaped radioactive fluid containing tank 38 for storing the radioactive fluid for disposal is underground in the outer box wall 27. A plurality of, for example, four, lining tanks are provided inside the buried portion.
As shown by the phantom line on the outside of this radioactive fluid containing tank 38,
The accessory cooling water system piping trench 39 may be provided. With such a structure, it is not necessary to provide an extra space as a passage as in the conventional case shown in FIG. 4 on the outside of the radioactive fluid containing tank 38, and it is similar to the case where the condensate storage tank 32 is applied. The effect of is played.

なお、第1図および第2図で示した実施例においては、
補機冷却水系配管トレンチ37を1つの室を有する構成と
したが、第3図に示すように、上下2つの室を有する補
機冷却水系配管トレンチ37aとしてもよい。このような
第3図に示す実施例においても、前記実施例と同様の効
果が奏されることは勿論である。
Incidentally, in the embodiment shown in FIG. 1 and FIG.
Although the auxiliary equipment cooling water system piping trench 37 is configured to have one chamber, it may be an auxiliary equipment cooling water system piping trench 37a having upper and lower two chambers, as shown in FIG. Of course, in the embodiment shown in FIG. 3 as well, the same effect as that of the above-mentioned embodiment is obtained.

〔発明の効果〕〔The invention's effect〕

以上のように、本発明によれば、復水貯蔵槽の一側壁を
建屋外壁部で構成するとともに、補機冷却水系配管トレ
ンチの建屋側一側壁を建屋外壁部と一体化したことによ
り、建屋内のデットスペースが削減でき、建屋の容量縮
小ひいては低コスト化が図れる。また、復水貯蔵槽から
の貯留水の直接環境漏出の可能性に対しては、機器冷却
水系配管トレンチにより検知できるので高信頼性が確保
できる。しかも、復水貯蔵槽の一側壁、建屋外壁、補機
冷却水系配管トレンチの建屋側一側壁を一体構造とし、
共用化したため耐震グレードの高い構造物のコンクリー
ト物量が削減できる。さらに、建屋外壁外側に補機冷却
水系配管トレンチを一体設置したことにより、建屋内外
壁部に設置された復水貯蔵槽に対する地下部の土圧に対
する配慮も不要化できる。
As described above, according to the present invention, by constructing one side wall of the condensate storage tank with the building outdoor wall portion, and by integrating the building side one sidewall of the auxiliary cooling water system piping trench with the building outdoor wall portion, The indoor dead space can be reduced, and the building's capacity can be reduced, which in turn can reduce costs. Further, the possibility of direct leakage of stored water from the condensate storage tank to the environment can be detected by the equipment cooling water system piping trench, so high reliability can be secured. Moreover, one side wall of the condensate storage tank, the outdoor building wall, and the one side wall of the auxiliary cooling water system piping trench on the building side are integrated,
Since it is shared, the amount of concrete in high earthquake-resistant structures can be reduced. Further, by integrally installing the auxiliary equipment cooling water piping trench on the outside wall of the building, consideration of earth pressure in the underground part for the condensate storage tank installed on the outer wall part of the building can be eliminated.

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

第1図は本発明の一実施例を示す縦断面図、第2図は第
1図のII−II線断面図、第3図は本発明の他の実施例を
示す縦断面図、第4図は従来例を示す縦断面図、第5図
は第4図のV−V線断面図である。 21……原子炉建屋、27……建屋外壁(外部ボックス
壁)、32……復水貯蔵槽、37……機器冷却水系配管トレ
ンチ、38……放射性流体内含槽。
1 is a vertical sectional view showing an embodiment of the present invention, FIG. 2 is a sectional view taken along the line II-II of FIG. 1, and FIG. 3 is a vertical sectional view showing another embodiment of the present invention. FIG. 5 is a vertical sectional view showing a conventional example, and FIG. 5 is a sectional view taken along line VV of FIG. 21 …… Reactor building, 27 …… Building outdoor wall (external box wall), 32 …… Condensed water storage tank, 37 …… Device cooling water piping trench, 38 …… Radioactive fluid containing tank.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】沸騰水型原子力発電所の原子炉建屋におい
て、建屋外壁の地下埋設部付近の内面側に、その建屋外
壁を一側壁とするライニング槽からなるボックス状の復
水貯蔵槽を設けるとともに、その復水貯蔵槽の建屋外方
に位置して、前記建屋外壁の地下埋設部を一側壁とする
ボックス状の補機冷却水系配管トレンチを設けたことを
特徴とする原子炉建屋。
1. In a reactor building of a boiling water nuclear power plant, a box-shaped condensate storage tank consisting of a lining tank with the building exterior wall as one side wall is provided on the inner surface side of the building exterior wall near the underground buried portion. At the same time, a box-shaped auxiliary cooling water system piping trench having an underground buried portion of the building outdoor wall as one side wall is provided outside the building of the condensate storage tank.
【請求項2】復水貯蔵槽は液体廃棄物処理設備からの処
理剤水および純水補給水設備からの純水補給水を残留
し、各種発電所内機器、配管および発電所一次系への補
給水源とされている特許請求の範囲第1項記載の原子炉
建屋。
2. The condensate storage tank retains the treating agent water from the liquid waste treatment equipment and the pure water make-up water from the pure water make-up water equipment, and replenishes it to various equipment in the power plant, piping and primary system of the power plant. The reactor building according to claim 1, which is used as a water source.
【請求項3】復水貯蔵槽は廃棄用放射性流体を貯留する
放射性流体内含槽である特許請求の範囲第1項記載の原
子炉建屋。
3. The reactor building according to claim 1, wherein the condensate storage tank is a radioactive fluid containing tank for storing a radioactive fluid for disposal.
JP61290507A 1986-12-08 1986-12-08 Reactor building Expired - Lifetime JPH0750190B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61290507A JPH0750190B2 (en) 1986-12-08 1986-12-08 Reactor building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61290507A JPH0750190B2 (en) 1986-12-08 1986-12-08 Reactor building

Publications (2)

Publication Number Publication Date
JPS63144294A JPS63144294A (en) 1988-06-16
JPH0750190B2 true JPH0750190B2 (en) 1995-05-31

Family

ID=17756910

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61290507A Expired - Lifetime JPH0750190B2 (en) 1986-12-08 1986-12-08 Reactor building

Country Status (1)

Country Link
JP (1) JPH0750190B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6621335B2 (en) * 2016-01-27 2019-12-18 日立Geニュークリア・エナジー株式会社 Nuclear power plant and 3D-CAD system for design

Also Published As

Publication number Publication date
JPS63144294A (en) 1988-06-16

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