JPS608492A - Emergency core cooling pump - Google Patents

Emergency core cooling pump

Info

Publication number
JPS608492A
JPS608492A JP58115374A JP11537483A JPS608492A JP S608492 A JPS608492 A JP S608492A JP 58115374 A JP58115374 A JP 58115374A JP 11537483 A JP11537483 A JP 11537483A JP S608492 A JPS608492 A JP S608492A
Authority
JP
Japan
Prior art keywords
barrel
outside
sideboard
temperature
pit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP58115374A
Other languages
Japanese (ja)
Other versions
JPH0363679B2 (en
Inventor
Takashi Matsunaga
隆志 松永
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 JP58115374A priority Critical patent/JPS608492A/en
Publication of JPS608492A publication Critical patent/JPS608492A/en
Publication of JPH0363679B2 publication Critical patent/JPH0363679B2/ja
Granted legal-status Critical Current

Links

Classifications

    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00—Energy generation of nuclear origin

Landscapes

  • Structures Of Non-Positive Displacement Pumps (AREA)

Abstract

PURPOSE:To improve the aseismatic performance by projecting a sideboard from the outside of a plurality of ribs projected circumferentially at the outside of a bit with interval while facing the sideboard against the concrete wall at the portion where the temperature will never rise even if the temperature in the barrel is brought high. CONSTITUTION:A plurality of ribs 14 are projected circumferentially with interval at the outside of a bit 2 while a sideboard 15 is projected from the outside of said rib 14. Even if the interior of barrel 3 is brought to high temperature state to transmit the heat to the concrete foundation 1, the foundation 1 at the portion of the sideboard 15 is never heated, so if the barrel 3 is vibrated laterally upon occurrence of earthquake said lateral vibration is received by the concrete foundation 1 having high strength under low temperature through an annular member 13, sideboard 15, etc. Consequently, quite high safety can be assured even if earthquake has occurred when the temperature in the barrel 3 is high.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、沸騰水形原子力発電所において、原子炉−次
系配管の仮想事故の際にも炉心の健全性を確保するため
の非常用炉心冷却ポンプ装置に関する。
[Detailed Description of the Invention] [Technical Field of the Invention] The present invention provides an emergency core for ensuring the integrity of the reactor core even in the event of a hypothetical accident in the reactor-subsystem piping in a boiling water nuclear power plant. The present invention relates to a cooling pump device.

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

前述したように、仮りに原子炉−次糸配官の事故が生じ
た場合、原子炉圧力容器内の冷却材が喪失するが、これ
をそのまま放置しておくと炉心内が異常高温になってし
まうので、これを防止するため、非當用炉心冷却ポンプ
装置を駆動し、非常時、格納容器内にある圧力抑制プー
ルの水を原子炉圧力容器内に供給して炉心内の温度を下
げるようにしている。
As mentioned above, if a reactor-to-shipping accident occurs, the coolant inside the reactor pressure vessel will be lost, but if this is left as it is, the inside of the reactor core will become abnormally high temperature. In order to prevent this, the non-special core cooling pump system is activated to supply water from the pressure suppression pool inside the containment vessel into the reactor pressure vessel in an emergency to lower the temperature inside the reactor core. I have to.

ところで、圧力抑制プールは前述したように格納容器内
にあるため、プールの水温は冷却材喪失事故後上昇する
ことになり、したがって、ポンプ装置の運転状態は非常
に厳しくなる。このような状態におかれていても安定し
た運転を行なうため、従来から、非常用炉心冷却ポンプ
装ffとしてピットバレル形のポンプ装置が用いられて
いる。
By the way, since the pressure suppression pool is located in the containment vessel as described above, the water temperature in the pool will rise after a loss of coolant accident, and therefore the operating conditions of the pump device will become extremely severe. In order to perform stable operation even under such conditions, a pit barrel type pump device has conventionally been used as the emergency core cooling pump device ff.

まず、このようなピットバレル形の非常用炉心冷却ポン
プ装置の従来のものを第1図により説明する。
First, a conventional pit barrel type emergency core cooling pump device will be explained with reference to FIG.

この非常用炉心冷却ポンプ装置は、原子力発電所の原子
炉建屋の最地下階に設置されており、第1図において、
コンクリート基礎1には、有底円筒形状のピット2が埋
設され、このピット2内ζこは、上端に、前記コンクリ
ート基礎1の上面に引掛るフランジ4を備えたバレル3
が収納されている。前記バレル3の上方にはディスチャ
ージケーシング5が立設されており、このディスチャー
ジケーシング5の上端にはモータ台6を介してモータ7
が取付けられている。
This emergency core cooling pump system is installed on the lowest basement floor of the reactor building of a nuclear power plant, and as shown in Figure 1,
A bottomed cylindrical pit 2 is buried in the concrete foundation 1, and inside this pit 2 is a barrel 3 having a flange 4 at the upper end that is hooked onto the upper surface of the concrete foundation 1.
is stored. A discharge casing 5 is erected above the barrel 3, and a motor 7 is connected to the upper end of the discharge casing 5 via a motor stand 6.
is installed.

前記バレル3の内部には、ポンプ本体8の下部が臨んで
おり、このポンプ本体8は、前記モータ台6に垂設され
た内部ケーシング9と、この内部ケーシング9内に臨む
ように前記モータ7に垂設され、下端部にa数のインペ
ラ11 、11・・・が突設された回転軸10とからな
っている。なお、前記内部ケーシング9の下部周面には
環状部材16が突設されており、この環状部材16とバ
レル3間には環状スペーサ17が介装されている。
A lower part of a pump main body 8 faces inside the barrel 3, and the pump main body 8 includes an inner casing 9 vertically installed on the motor stand 6, and a motor 7 facing into the inner casing 9. It consists of a rotary shaft 10 which is vertically disposed on the rotary shaft 10 and has a number of impellers 11, 11, . . . projecting from its lower end. An annular member 16 is provided protruding from the lower peripheral surface of the internal casing 9, and an annular spacer 17 is interposed between the annular member 16 and the barrel 3.

前述した構成によれば、モータ7の駆動により回転軸1
0がインペラ11とともに回転し、内部ケーシング9の
吸入口9aから吸引した図示しない圧力抑制プールの水
をディスチャージケーシング5の排出口5aから図示し
ない原子炉圧力容器に圧送する。
According to the above-described configuration, the rotating shaft 1 is driven by the motor 7.
0 rotates together with the impeller 11, and pressure-feeds water from a pressure suppression pool (not shown) sucked through the suction port 9a of the internal casing 9 from the discharge port 5a of the discharge casing 5 to the reactor pressure vessel (not shown).

(背景技術の問題点〕 ところで、地震発生時におけるバレル3の横揺れを防止
するため、ピット2およびバレル3間には、前記スペー
サ17に対応する位置に耐震サポート12が介装されて
おり、地震時、バレル3に作用する水平荷重を耐震サポ
ート12を介してピット2に伝達し、ピット2はその近
傍のコンクリート基礎1により荷重を受けられるように
なっていた。
(Problems with Background Art) By the way, in order to prevent the barrel 3 from lateral shaking when an earthquake occurs, an earthquake-resistant support 12 is interposed between the pit 2 and the barrel 3 at a position corresponding to the spacer 17. At the time of an earthquake, the horizontal load acting on the barrel 3 was transmitted to the pit 2 via the seismic support 12, and the pit 2 was able to receive the load from the concrete foundation 1 in its vicinity.

一方、非常用炉心冷却ポンプ装置の運転条件として、内
部流体が高温状態にあるとき、バレル3内の熱がバレル
3の外周壁3aおよびピット2を介してコンクリート基
礎1に伝達されるが、コンクリート基礎1は温度上昇す
ると強度が低下することになる。
On the other hand, as an operating condition of the emergency core cooling pump device, when the internal fluid is in a high temperature state, the heat inside the barrel 3 is transferred to the concrete foundation 1 via the outer peripheral wall 3a of the barrel 3 and the pit 2. The strength of foundation 1 will decrease as the temperature increases.

したがって、ポンプ装置が高温状態にあるときに大きな
地震があると、地震によるバレル3の横揺れを、強度の
低下したピット2の外周のコンクリート基礎1で受ける
ため、耐震機能が低下するおそれがあった。
Therefore, if there is a large earthquake while the pump equipment is in a high temperature state, the earthquake-induced horizontal shaking of the barrel 3 will be received by the concrete foundation 1 around the outer periphery of the pit 2, which has reduced strength, and there is a risk that the seismic function will deteriorate. Ta.

〔発明の目的〕[Purpose of the invention]

本発明は、前述した点に鑑み、耐震性を従来のものより
向上した非常用炉心冷却ポンプ装置を提供することを目
的とする。
In view of the above-mentioned points, it is an object of the present invention to provide an emergency core cooling pump device with improved seismic resistance compared to conventional ones.

〔発明の概要〕[Summary of the invention]

前述した目的は、本発明によれば、ピットの外側に円周
方向に間隔を隔てて複数のリブを突設し、このリブの外
側に側板を突設せしめ、この側板がバレル内が高温化し
ても温度上昇しない部位のコンクリート壁に対向するよ
うにしたことにより達成される。
According to the present invention, a plurality of ribs are provided on the outside of the pit at intervals in the circumferential direction, and a side plate is provided on the outside of the rib, and this side plate prevents the inside of the barrel from becoming hot. This is achieved by facing the concrete wall in an area where the temperature will not rise even when the temperature rises.

〔発明の実施例〕[Embodiments of the 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一のものについては、図面中
に同一の符号を付し、その説明は省略する。
The present invention will be explained below with reference to embodiments shown in the drawings. Components that are the same as those in the prior art described above are designated by the same reference numerals in the drawings, and their explanations will be omitted.

第2図および第3図は本発明の第1実踊例を示すもので
あり、バレル3内の部材については第1図と同様なので
、図示を省略しである。
2 and 3 show a first practical example of the present invention, and since the members inside the barrel 3 are the same as those in FIG. 1, illustration thereof is omitted.

第2図および第3図において、耐震サポート12に対応
する部位のピット2の外周面には円筒$13が嵌着され
ており、この円筒体13の外周面には、円周方向に間隔
を隔てて複数のリブ14 、14・・・が突設されてい
る。このリブ14の長さは、前記バレル3内が高温状態
になったとしても、この熱の影響を受けない部位のコン
クリート基礎lに達するように形成されている。また、
前記各リブ14には、各リブJ4の外側に位置する円環
状の側板15が突設されている。なお、各リブ14およ
び側板15がコンクリート基礎1中に埋設されているこ
とはもちろんである。
In FIGS. 2 and 3, a cylinder $13 is fitted on the outer peripheral surface of the pit 2 at a portion corresponding to the seismic support 12. A plurality of ribs 14, 14, . . . are provided to protrude apart from each other. The length of this rib 14 is formed so that even if the inside of the barrel 3 becomes high temperature, it reaches the concrete foundation 1 at a portion that is not affected by this heat. Also,
Each of the ribs 14 has an annular side plate 15 projecting from the outside of each rib J4. It goes without saying that each rib 14 and side plate 15 are buried in the concrete foundation 1.

前述した構成によれば、バレル3内が高温状態になって
おり、この熱がコンクリート基礎1に達し、コンクリー
ト基礎1が加熱されたとしても、側板15の位置する部
位のコンクリート基礎1は加熱されていないため、この
ときに地震が発生してバレル3が横揺れしてもこのバレ
ル3の横揺れは円環体13、IJブ14、側板15など
を介し、低温で強度の強いコンクリート基礎1により受
けられる。
According to the above-mentioned configuration, the inside of the barrel 3 is in a high temperature state, and even if this heat reaches the concrete foundation 1 and heats the concrete foundation 1, the concrete foundation 1 in the area where the side plate 15 is located will not be heated. Therefore, even if an earthquake occurs and the barrel 3 shakes horizontally, the horizontal shaking of the barrel 3 will be transmitted through the torus 13, IJ block 14, side plate 15, etc. to the concrete foundation 1, which is strong at low temperature. can be received by

したがって、バレル3内が高温のときに地震が発生して
も、極めて安全性を高くすることができる。
Therefore, even if an earthquake occurs when the inside of the barrel 3 is at a high temperature, safety can be extremely high.

第4図および第5図は本発明の第2実施例を示すもので
あり、前述した実施例における円環体13を設けないで
、ピット2の外周面に直接リブ14゜14・・・を突設
したものである。
4 and 5 show a second embodiment of the present invention, in which ribs 14, 14, etc. are directly provided on the outer peripheral surface of the pit 2, without providing the torus 13 in the previously described embodiment. It is a projecting structure.

このような構成にしても、リブ14の長さを第1実施例
と同程度コンクリート基礎1内に侵入するようにすれば
、第1実施例と同様の効果を奏することができる。
Even with such a configuration, if the length of the rib 14 is set to penetrate into the concrete foundation 1 to the same extent as in the first embodiment, the same effects as in the first embodiment can be achieved.

第6図は本発明の第3実施例を示すものであり、各リブ
14ごとに独立した平板状の側板15を突設したもので
ある。
FIG. 6 shows a third embodiment of the present invention, in which an independent flat side plate 15 is provided protruding from each rib 14.

このような構成にしても、前述した両実施例と同様の、
効果を奏することができる。
Even with such a configuration, similar to the above-mentioned embodiments,
It can be effective.

〔発明の効果〕〔Effect of the invention〕

以上説明したように、本発明に係る非常用炉心冷却ポン
プ装置は、ピットの外側に円周方向に間隔を隔てて複数
のリブを突設し、このリブの外側に側板を突設したので
、側板はバレル内が高温化しても温度上昇しない部位の
コンクリート壁に対向することになり、耐展性が従来の
ものより向上するという優れた効果を奏する。
As explained above, the emergency core cooling pump device according to the present invention has a plurality of ribs projecting from the outside of the pit at intervals in the circumferential direction, and a side plate projecting from the outside of the ribs. The side plate faces the concrete wall where the temperature does not rise even if the temperature inside the barrel rises, which has the excellent effect of improving the rolling resistance compared to conventional ones.

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

第1図は従来の非常用炉心冷却ポンプ装置を示す縦断面
図、第2図は本発明に係る非常用炉心冷却ポンプ製置の
第1実施例を示す縦断面図、第3図は第2図のIII−
If線による相当部分の断面図、第4図は本発明の第2
実施例を示す縦断面図、第5図は第4図のv−V線によ
る相当部分の断面図、第6図は本発明の第3実施例を示
す第4図と同様の図である。 1・・・コンクリート基礎、2・・・ピット、3・・・
バレル、7・・・モータ、12・・・耐震サポート、1
3・・・円環体、14・・・リブ、15・・・側板。 出願人代理人 猪 股 清 第1図
FIG. 1 is a vertical cross-sectional view showing a conventional emergency core cooling pump device, FIG. 2 is a vertical cross-sectional view showing a first embodiment of the emergency core cooling pump arrangement according to the present invention, and FIG. Figure III-
FIG. 4 is a cross-sectional view of the corresponding part taken along the If line, and is the second embodiment of the present invention.
FIG. 5 is a cross-sectional view of a corresponding portion taken along line v-V in FIG. 4, and FIG. 6 is a view similar to FIG. 4 showing a third embodiment of the present invention. 1... Concrete foundation, 2... Pit, 3...
Barrel, 7...Motor, 12...Earthquake support, 1
3... Toric body, 14... Rib, 15... Side plate. Applicant's agent Kiyoshi Inomata Figure 1

Claims (1)

【特許請求の範囲】 1、コンクリート基礎内に埋設されたピットにバレルを
収納し、このバレル内にポンプ本体の下部を配設し、前
記ピットおよびバレル間には耐震サポートを介装してな
る非常用炉心冷却ポンプ装置において、前記ピットの外
側に円周方向に間隔を隔てて複数のリブを突設し、この
リブの外側に側板を突設したことを特徴とする非常用炉
心冷却ポンプ装置。 2、前記側板は円環状に形成されている特許請求の範囲
第1項記載の非常用炉心冷却ポンプ装置。 3前記側板は各リブごとに独立して形成されている特許
請求の範囲第1項記載の非常用炉心冷却ポンプ装置。 4、前記ピットおよびリブ間には円筒体が介装されてい
る特許請求の範囲第1項ないし第3項のいずれか一つの
項に記載の非常用炉心冷却ポンプ装置。
[Claims] 1. A barrel is housed in a pit buried in a concrete foundation, the lower part of the pump body is disposed within the barrel, and an earthquake-resistant support is interposed between the pit and the barrel. An emergency core cooling pump device, characterized in that a plurality of ribs protrude from the outside of the pit at intervals in the circumferential direction, and a side plate protrudes from the outside of the ribs. . 2. The emergency core cooling pump device according to claim 1, wherein the side plate is formed in an annular shape. 3. The emergency core cooling pump device according to claim 1, wherein the side plate is formed independently for each rib. 4. The emergency core cooling pump device according to any one of claims 1 to 3, wherein a cylindrical body is interposed between the pit and the rib.
JP58115374A 1983-06-27 1983-06-27 Emergency core cooling pump Granted JPS608492A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58115374A JPS608492A (en) 1983-06-27 1983-06-27 Emergency core cooling pump

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58115374A JPS608492A (en) 1983-06-27 1983-06-27 Emergency core cooling pump

Publications (2)

Publication Number Publication Date
JPS608492A true JPS608492A (en) 1985-01-17
JPH0363679B2 JPH0363679B2 (en) 1991-10-02

Family

ID=14660942

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58115374A Granted JPS608492A (en) 1983-06-27 1983-06-27 Emergency core cooling pump

Country Status (1)

Country Link
JP (1) JPS608492A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013069418A1 (en) * 2011-11-10 2013-05-16 株式会社日立プラントテクノロジー Pit barrel pump and method for incorporating same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013069418A1 (en) * 2011-11-10 2013-05-16 株式会社日立プラントテクノロジー Pit barrel pump and method for incorporating same
JP2013104308A (en) * 2011-11-10 2013-05-30 Hitachi Plant Technologies Ltd Pit barrel pump and method for incorporating same

Also Published As

Publication number Publication date
JPH0363679B2 (en) 1991-10-02

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