JPH02296199A - Water supply for nuclear power station - Google Patents
Water supply for nuclear power stationInfo
- Publication number
- JPH02296199A JPH02296199A JP1115986A JP11598689A JPH02296199A JP H02296199 A JPH02296199 A JP H02296199A JP 1115986 A JP1115986 A JP 1115986A JP 11598689 A JP11598689 A JP 11598689A JP H02296199 A JPH02296199 A JP H02296199A
- Authority
- JP
- Japan
- Prior art keywords
- water
- equipment
- floor
- check valve
- nuclear power
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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
- Sewage (AREA)
Abstract
Description
【発明の詳細な説明】
[発明の目的]
(産業上の利用分野)
本発明は雨水等の排水処理を目的とした屋根のない原子
力発電所の取水設備に関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Field of Industrial Application) The present invention relates to water intake equipment for a nuclear power plant without a roof for the purpose of treating wastewater such as rainwater.
(従来の技術)
屋根のない原子力発電所の取水設備において、安全上重
要な機器が地震による津波レベル以下に設置されている
場合、津波による機器の溢水防止の観点から雨水等を直
接取水槽に排水することはできず、サンプを設置してポ
ンプで排水している。(Conventional technology) In the water intake equipment of a nuclear power plant without a roof, when equipment important for safety is installed below the level of a tsunami caused by an earthquake, it is necessary to collect rainwater directly into the water intake tank in order to prevent equipment from flooding due to a tsunami. It is not possible to drain the water, so a sump is installed and a pump is used to drain the water.
取水設備の機器設置室内に設置される安全上重要な機器
は地震による津波時においてもその機能の維持が要求さ
れる。Safety-important equipment installed in equipment installation rooms of water intake facilities is required to maintain its functionality even in the event of a tsunami caused by an earthquake.
従来、この種の取水設備は第4図に示したように原子力
発電所敷地内の敷地レベルから地下に掘り下げられて形
成されたコンクリート製機器設置室1に連通して降った
雨水等の排水処理のための集水サンプ2が設けられてい
る。また、機器設置室1の床3の下方には海水取水槽4
が設置され、この取水槽4内の水はたとえば炉心冷却機
器に送られる。集水サンプ2にはサンプポンプ5とポン
プ吐出配管6が設置されている。さらに機器設置室1の
床上には安全上重要な機器7が設置され、その他排水設
備用電源設備、制御設備が必要となる。Conventionally, this type of water intake equipment has been used to treat wastewater such as rainwater that is connected to the concrete equipment installation room 1, which is dug underground from the site level of the nuclear power plant site, as shown in Figure 4. A water collection sump 2 is provided for this purpose. In addition, a seawater intake tank 4 is located below the floor 3 of the equipment installation room 1.
is installed, and the water in this water intake tank 4 is sent to, for example, core cooling equipment. A sump pump 5 and a pump discharge pipe 6 are installed in the water collection sump 2. Furthermore, equipment 7 important for safety is installed on the floor of the equipment installation room 1, and other power supply equipment and control equipment for the drainage equipment are required.
(発明が解決しようとする課題)
従来の原子力発電所の取水設備においては以下に述べる
ような課題がある。(Problems to be Solved by the Invention) Conventional water intake equipment for nuclear power plants has the following problems.
(1)安全上重要な機器7を設置するエリア(床3)が
屋根のない屋外となっているためにそのエリア内に雨水
が流入し、機器7のメンテナンスに支障を来たし、損傷
を早める。(1) Since the area (floor 3) where the equipment 7 important for safety is installed is outside without a roof, rainwater flows into the area, hindering maintenance of the equipment 7 and accelerating damage.
(2)安全上重要な機器7の設置レベルが敷地レベルよ
りも低く、床勾配、側溝等によって動力を使用しなけれ
ば一般排水路に雨水等を導くことができない。(2) The installation level of equipment 7 important for safety is lower than the site level, and rainwater etc. cannot be guided to the general drainage channel unless power is used through floor slopes, side gutters, etc.
(3)安全上重要な機器7の設置レベルが津波レベルよ
りも低く、重力によって直接、海水取水槽4に導いて排
水することができない。(3) The installation level of the safety-important equipment 7 is lower than the tsunami level, and it is not possible to directly lead seawater to the water intake tank 4 and drain it by gravity.
(4)これらの排水設備は設備費が多大になるだけでな
く、設備設置のためのスペースも広く必要となっている
。(4) These drainage facilities not only require a large amount of equipment cost, but also require a large space to install the equipment.
本発明は上記課題を解決するためになされたもので、安
全上重要な機器の設置エリアの雨水等の排水処理設備と
して使用するサンプ、サンプ用ポンプ、ポンプ吐出配管
および排水機器用制御・電源設備費の合理−化を行うと
ともにこれら設備の設置スペースの削減を計った原子力
発電所の取水設備を提供することにある。The present invention has been made to solve the above problems, and includes a sump, a sump pump, pump discharge piping, and control/power supply equipment for drainage equipment used as wastewater treatment equipment for rainwater and other wastewater in areas where safety-important equipment is installed. Our objective is to provide water intake equipment for nuclear power plants that streamlines costs and reduces the installation space for these equipment.
[発明の構成]
(課題を解決するための手段)
本発明は原子力発電所内の敷地レベルから地下に堀設さ
れた機器設置室と、この機器設置室の床から地下に堀設
された取水槽とからなり、前記機器設置室の床面に集水
手段を設けるとともに、この集水手段に溜った雨水等を
前記取水装置に流下する流路を設け、この流路に逆止弁
を設けてなることを特徴とする。[Structure of the Invention] (Means for Solving the Problems) The present invention provides an equipment installation room dug underground from the site level in a nuclear power plant, and a water intake tank dug underground from the floor of this equipment installation room. A water collection means is provided on the floor of the equipment installation room, a flow path is provided for rainwater etc. accumulated in the water collection means to flow down to the water intake device, and a check valve is provided in this flow path. It is characterized by becoming.
(作 用)
機器設置室の床に設けた集水手段に雨水等を集める。集
水手段の流路に設けた逆止弁は弾発力によって通常時閉
じているが、雨水等が流入してきた場合、水の重さによ
ってばねが縮み、逆止弁が開いて排水される。津波時に
は逆止弁が閉じているため溢水のおそれはない。(Function) Rainwater, etc. is collected in the water collection means installed on the floor of the equipment installation room. The check valve installed in the flow path of the water collection means is normally closed due to elastic force, but when rainwater etc. flows in, the weight of the water causes the spring to contract, opening the check valve and draining water. . During a tsunami, the check valve is closed, so there is no risk of flooding.
よって、津波による安全上重要な機器の溢水を招くこと
なく、雨水等を直接取水槽に流下させることができる。Therefore, rainwater, etc. can flow directly into the water intake tank without causing flooding of equipment important for safety due to a tsunami.
(実施例)
第1図および第2図を参照しながら本発明に係る原子力
発電所の取水設備の一実施例を説明する。(Example) An example of water intake equipment for a nuclear power plant according to the present invention will be described with reference to FIGS. 1 and 2.
第1図において、符号1aは原子力発電所の敷地II内
の敷地レベルから地下に堀設された安全上重要機器12
を設置するための機器設置室である。この機器設置室1
0の床13からさらに地下に掘り下げられて形成した海
水取水槽14が設けられている。In Fig. 1, reference numeral 1a indicates safety-important equipment 12 that is dug underground from the site level in site II of the nuclear power plant.
This is an equipment installation room for installing. This equipment installation room 1
A seawater intake tank 14 is provided by being dug further underground from the floor 13 of 0.
また、第2図に拡大して示したように機器設置室IOの
床13には前記海水取水槽14に連通ずる 字状貫通穴
15が設けられ、この貫通穴15に集水手段としての集
水用窪16が形成されている。この集水用窪16の下端
には流路としての短管17を介して逆止弁18が設けら
れている。Further, as shown in an enlarged view in FIG. 2, a diagonal-shaped through hole 15 is provided in the floor 13 of the equipment installation room IO and communicates with the seawater intake tank 14. A water recess 16 is formed. A check valve 18 is provided at the lower end of this water collection recess 16 via a short pipe 17 serving as a flow path.
しかして、上記構成の原子力発電所の取水設備において
、排水処理の方法は機器設置室10の床13に設けた集
水用窪16に雨水等を集水する。集水窪16の下部に接
続した管17に設けた逆止弁18は排水方向に対して破
線で示したように開いて自由に水が流れるものであるか
ら、雨水等の排水は重力によって海水取水槽14に流下
させることができる。Accordingly, in the water intake equipment of the nuclear power plant having the above-mentioned configuration, the wastewater treatment method is to collect rainwater and the like in the water collection recess 16 provided in the floor 13 of the equipment installation room 10. Since the check valve 18 provided on the pipe 17 connected to the lower part of the water collection recess 16 opens as shown by the broken line in the drainage direction to allow water to flow freely, the drainage of rainwater, etc. is carried out by the seawater by gravity. It can be made to flow down into the water tank 14.
なお、集水用窪16と管17の長手方向長さは最大でも
床13の厚みだけあればよい。ここで、津波が襲ってき
て海水取水槽14の水位が上昇して安全上重要な機器1
2の設置レベルを越えた場合には、逆止弁18により設
置エリアへの津波の浸入を防ぐことができる。Note that the length of the water collection recess 16 and the pipe 17 in the longitudinal direction only needs to be equal to the thickness of the floor 13 at most. At this point, a tsunami hits and the water level in the seawater intake tank 14 rises, causing equipment 1 important for safety to
If the installation level of 2 is exceeded, the check valve 18 can prevent the tsunami from entering the installation area.
第3図は本発明の他の実施例を部分的に拡大して示した
断面図で、この第3図を参照しながら他の実施例を説明
する。FIG. 3 is a partially enlarged sectional view of another embodiment of the present invention, and the other embodiment will be described with reference to FIG.
すなわち、たとえば補機冷却ポンプエリアなどの機器設
置室10の厚みを有する床13に設けた集水用窪16の
下面から海水取水槽14の上面まで達する貫通孔19を
設け、この貫通孔19内に長尺管20を装着し、この長
尺管20内の上部に逆止弁21が取着されたドレンファ
ンネル22を設けている。他の部分は第1図の実施例と
同様なので、その説明を省略する。That is, a through hole 19 extending from the lower surface of the water collection recess 16 provided in the floor 13 having the thickness of the equipment installation room 10 such as the auxiliary equipment cooling pump area to the upper surface of the seawater intake tank 14 is provided, and the inside of this through hole 19 is A long pipe 20 is attached to the drain funnel 20, and a drain funnel 22 to which a check valve 21 is attached is provided in the upper part of the long pipe 20. The other parts are the same as those in the embodiment shown in FIG. 1, so their explanation will be omitted.
このような構成の取水設備では海水取水槽14内に溜る
海水23の満潮時の高さ(H,W、L)になった場合に
津波が発生したとしても、その津波による海水の波衝撃
が長尺管20内で緩和されて打ち消される。したがって
、ドレンファンネル22の下端に取着された逆止弁21
は津波によって破損されること、またはその恐れがなく
、機器設置室10内へ津波の浸入を防ぐことができる。In a water intake facility with such a configuration, even if a tsunami occurs when the seawater 23 accumulated in the seawater intake tank 14 reaches the high tide height (H, W, L), the wave impact of the seawater caused by the tsunami will be It is relaxed and canceled within the long tube 20. Therefore, the check valve 21 attached to the lower end of the drain funnel 22
There is no possibility that the equipment will be damaged by the tsunami, and the tsunami can be prevented from entering the equipment installation room 10.
その他の作用効果は第1図の実施例と同様なのでその説
明を省略する。Other functions and effects are similar to those of the embodiment shown in FIG. 1, so their explanation will be omitted.
なお、この実施例において、逆止弁21は集水手段とし
てファンネル22を使用した場合、図示してない立ち上
り管の端部内径に嵌合するガイド管内に弁体を設け、上
部からコイルバネを介してロッドで持ち上げ弁体と弁座
のシールを保ち、かつ水の重量によってコイルバネが縮
み、片方を蝶つがいで固定された弁体が常に同方向に開
き、水が流れるように構成されている。In this embodiment, when the check valve 21 uses the funnel 22 as a water collecting means, a valve body is provided in a guide pipe that fits into the inner diameter of the end of a riser pipe (not shown), and a coil spring is inserted from the top of the check valve 21. The coil spring is compressed by the weight of the water, and the valve body, which is hinged on one end, always opens in the same direction, allowing water to flow.
逆止弁21の開閉のための力としてはバネ力、浮子の浮
力等の方法によることもできる。また集水手段としては
窪16の他に側溝、建屋内に設けられている集水用床フ
ァンネル等を使用することもできる。As the force for opening and closing the check valve 21, methods such as spring force and buoyancy of a float can be used. In addition to the depression 16, a side gutter, a water collection floor funnel provided in the building, etc. can also be used as the water collection means.
[発明の効果]
本発明によれば津波により溢水を招くことなく雨水等の
排水を直接海水取水槽に自重落下させることができる。[Effects of the Invention] According to the present invention, drainage water such as rainwater can be allowed to fall directly under its own weight into a seawater intake tank without causing overflow due to a tsunami.
これにより排水のために必要であったサンプ、サンプポ
ンプ、ポンプ吐出配管および設備用電源の合理化が可能
となり、費用の削減ならびにスペースの削減ができる。This makes it possible to rationalize the sump, sump pump, pump discharge piping, and equipment power supply that were required for drainage, reducing costs and space.
第1図は本発明に係る原子力発電所の取水設備の一実施
例を概略的に示す縦断面図、第2図は第1図の要部を拡
大して示す縦断面図、第3図は本発明の他の実施例の要
部を拡大して示す縦断面図、第4図は従来の原子力発電
所の取水設備を概略的に示す縦断面図である。
1・lG・・・機器設置室
2・・・集水サンプ
3・13・・・床
4・14・・・海水取水槽
5・・・サンプポンプ
6・・・ポンプ吐出配管
7・12・・・安全上重要な機器
1・・・敷地
5・・・貫通孔
6・・・集水用窪
7・・・短管
訃・・逆止弁
9・・・貫通孔
20・・・長尺管
21・・・逆止弁
22・・・ドレンファンネル
23・・・海水
第1図
(8733)代理人 弁理士 猪 股 祥 晃(ほか
1名)
↓
1ト水
第2図
□14
第
図
第
図FIG. 1 is a vertical cross-sectional view schematically showing an embodiment of water intake equipment for a nuclear power plant according to the present invention, FIG. 2 is a vertical cross-sectional view showing an enlarged main part of FIG. 1, and FIG. FIG. 4 is a vertical cross-sectional view showing an enlarged view of a main part of another embodiment of the present invention, and FIG. 4 is a vertical cross-sectional view schematically showing a water intake facility of a conventional nuclear power plant. 1.lG...Equipment installation room 2...Water collection sump 3.13...Floor 4.14...Seawater intake tank 5...Sump pump 6...Pump discharge piping 7.12...・Equipment important for safety 1...Site 5...Through hole 6...Water collection depression 7...Short pipe end...Check valve 9...Through hole 20...Long pipe 21...Check valve 22...Drain funnel 23...Seawater Figure 1 (8733) Agent Patent attorney Yoshiaki Inomata (and others)
1 person) ↓ 1 water Figure 2 □14 Figure Figure
Claims (1)
設置室と、この機器設置室の床から地下に堀設された取
水槽とからなり、前記機器設置室の床面に集水手段を設
けるとともに、この集水手段に溜った雨水等を前記取水
槽に流下する流路を設け、かつこの流路に逆止弁を設け
てなることを特徴とする原子力発電所の取水設備。It consists of an equipment installation room dug underground from the site level in the nuclear power plant, and a water intake tank dug underground from the floor of this equipment installation room, and a water collection means is provided on the floor of the equipment installation room. A water intake facility for a nuclear power plant, further comprising a flow path through which rainwater, etc. accumulated in the water collection means flows down to the water intake tank, and a check valve is provided in this flow path.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1115986A JPH02296199A (en) | 1989-05-11 | 1989-05-11 | Water supply for nuclear power station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1115986A JPH02296199A (en) | 1989-05-11 | 1989-05-11 | Water supply for nuclear power station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02296199A true JPH02296199A (en) | 1990-12-06 |
Family
ID=14676048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1115986A Pending JPH02296199A (en) | 1989-05-11 | 1989-05-11 | Water supply for nuclear power station |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02296199A (en) |
-
1989
- 1989-05-11 JP JP1115986A patent/JPH02296199A/en active Pending
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