Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3198269B2 - Power plant water intake and discharge facilities - Google Patents
[go: Go Back, main page]

JP3198269B2 - Power plant water intake and discharge facilities - Google Patents

Power plant water intake and discharge facilities

Info

Publication number
JP3198269B2
JP3198269B2 JP11943297A JP11943297A JP3198269B2 JP 3198269 B2 JP3198269 B2 JP 3198269B2 JP 11943297 A JP11943297 A JP 11943297A JP 11943297 A JP11943297 A JP 11943297A JP 3198269 B2 JP3198269 B2 JP 3198269B2
Authority
JP
Japan
Prior art keywords
turbine
seawater
building
discharge
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 - Fee Related
Application number
JP11943297A
Other languages
Japanese (ja)
Other versions
JPH10311895A (en
Inventor
静 平子
誠也 立野
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.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP11943297A priority Critical patent/JP3198269B2/en
Publication of JPH10311895A publication Critical patent/JPH10311895A/en
Application granted granted Critical
Publication of JP3198269B2 publication Critical patent/JP3198269B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

Landscapes

  • Structures Of Non-Positive Displacement Pumps (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、発電所に設置する
海水ポンプ、タービン建屋及びタービン駆動後の蒸気を
冷却・凝縮するため必要な海水を供給する取水路及び該
海水を放水するための放水路構造物の設置に係る技術分
野に属し、特に前面及び背面に海域を有する発電所にお
いて、屋外設備物量の低減、コンパクトなタービン建屋
及び取放水設備配置に好適な発電所取放水設備に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seawater pump installed in a power plant, a turbine building, a water intake channel for supplying seawater necessary for cooling and condensing steam after driving a turbine, and a discharge passage for discharging the seawater. The present invention relates to a power plant intake / discharge facility which belongs to a technical field related to the installation of a waterway structure, and is particularly suitable for a reduction in the amount of outdoor facilities, a compact turbine building, and a water discharge / discharge facility arrangement in a power station having sea areas on the front and rear sides.

【0002】[0002]

【従来の技術】発電所取放水設備はその機能上冷却水の
安定した供給を確保するための重要な構造物であると共
に、経済的にも膨大な工事費を必要とする主要土木構造
物である。したがって、これら取放水設備の設計に際し
ては、立地上の諸条件の他に様々な観点から十分な検討
を加える必要がある。
2. Description of the Related Art A power plant water intake and discharge facility is an important structure for securing a stable supply of cooling water in terms of its function, and is a major civil engineering structure that requires huge construction costs economically. is there. Therefore, when designing these water intake and discharge facilities, it is necessary to give sufficient consideration from various viewpoints in addition to various conditions on the location.

【0003】発電所全体のレイアウトは、敷地の形状、
建屋並びに諸設備を支持する地盤条件(レベル・支持力
他)、周辺条件、海域条件をはじめ発電所を取り巻く種
々の立地条件を検討して決定されている。
[0003] The layout of the entire power plant is based on the shape of the site,
It has been determined by considering various ground conditions surrounding the power plant, including the ground conditions (level, bearing capacity, etc.) that support the building and various facilities, peripheral conditions, sea area conditions, and the like.

【0004】取放水ルートの代表的な例が「火力原子力
発電所土木構造物の設計」(社団法人 電力土木技術
協会編)に示されている。火力発電所の場合には一般的
に、重油・原油タンクを海側に設置する関係からボイラ
建屋を海側とし、陸側にタービン建屋を設置する構成と
なり、一方原子力発電所では原子炉建屋を支持する岩盤
が比較的山側に浅く位置すること、及び取放水が比較的
短くなることから海側にタービン建屋を設置する例が多
い。
[0004] A typical example of a water intake and discharge route is shown in "Design of civil engineering structure of thermal power plant" (edited by Japan Society of Electric Power Engineers). In the case of thermal power plants, in general, the boiler building is set to the sea side and the turbine building is set to the land side because the heavy oil and crude oil tanks are set up on the sea side, while the nuclear power plant has the reactor building. In many cases, a turbine building is installed on the sea side because the rock to be supported is relatively shallow on the mountain side and the water discharge is relatively short.

【0005】この取放水設備は、発電所の条件によって
若干の相違はあるものの、系統的には取水口→スクリー
ン室→取水路→ポンプ室→管路→復水器→管路→放水路
→放水口の経路となっている。
[0005] Although there are some differences depending on the conditions of the power plant, this water intake / discharge facility is systematically an intake port → a screen room → an intake channel → a pump room → a pipeline → a condenser → a pipeline → a drainage channel → It is the route of the outlet.

【0006】いずれの発電方式においても、本館建屋
(特にタービン建屋)と取放水設備は密接な関係にある
と共に、プロットプラン全体に大きな影響を与える設備
である。
[0006] In any of the power generation systems, the main building (particularly, the turbine building) and the water intake / discharge facility are closely related and have a great effect on the entire plot plan.

【0007】参考として、原子力発電所におけるプロッ
トプランの例を図6に示す。図6は(社)火力原子力発
電技術協会編の「原子力講座(全体計画と付属設備)」
におけるBWR型発電所配置例を示すものである。
For reference, FIG. 6 shows an example of a plot plan in a nuclear power plant. Fig. 6 shows the “Nuclear Lecture (Overall Plan and Auxiliary Equipment)” edited by the Thermal and Nuclear Power Technology Association
1 shows an example of the arrangement of a BWR-type power plant.

【0008】図6に示すように、本発電所では港湾内の
海側から海水ポンプ建屋4、タービン建屋1、原子炉建
屋12の順で本館を設置しており、合計で4基の発電所
を有している。海水は港湾内護岸部に設けた海水ポンプ
建屋4内の海水ポンプから管路によって海水をタービン
建屋1内の復水器に供給し、蒸気を冷却した海水は放水
管を経由して海水ポンプ建屋4とタービン建屋1間に設
置した放水路により、夫々南側、北側に2基分の海水を
放水している。
As shown in FIG. 6, in the power plant, the main building is installed in the order of the seawater pump building 4, the turbine building 1, and the reactor building 12 from the sea side in the harbor, and a total of four power plants have. Seawater is supplied from a seawater pump in a seawater pump building 4 provided at the seawall in the harbor through a pipeline to supply seawater to a condenser in the turbine building 1, and seawater cooled in steam passes through a discharge pipe to the seawater pump building. 4 and the turbine building 1 discharge two sets of seawater to the south and north, respectively.

【0009】このように、放水路のみでも総延長約1K
m以上の大構造物であり、取水管、放水管は1プラント
当たり約90m3 /sの海水を通水する構造物である。
[0009] Thus, the total length of about 1K is only for the tailrace.
m, and the intake and discharge pipes are structures through which about 90 m 3 / s of seawater flows per plant.

【0010】一方、タービン建屋1内に海水を導く前記
取水管と放水管はシステム上タービン建屋1内の復水器
下部で交差する経路をとっている。
On the other hand, the intake pipe and the water discharge pipe for guiding seawater into the turbine building 1 take a path that intersects at the lower part of the condenser in the turbine building 1 due to the system.

【0011】この交差によるタービン建屋1下部掘削量
の低減を目的とした発明として特開平7−189300
号公報がある。本発明では循環水の系統構成を2系列と
して、取水管、放水管を互いに交差することなく復水器
に海水を供給することにより、タービン建屋の掘削量を
低減しているが、前述したような膨大な土木物量の低
減、取放水設備による本館建屋設置位置、即ち取放水設
備設置による発電所スペースファクタの低下を含む制限
の解除までは達成されていない。
An invention aimed at reducing the amount of excavation in the lower part of the turbine building 1 due to this intersection is disclosed in Japanese Patent Application Laid-Open No. 7-189300.
There is an official gazette. In the present invention, the amount of digging of the turbine building is reduced by supplying seawater to the condenser without intersecting the intake pipe and the discharge pipe with the system configuration of the circulating water as two lines, as described above. It has not been achieved until the enormous reduction of the amount of civil works and the removal of restrictions including the installation location of the main building with water intake and discharge facilities, that is, the reduction of the power plant space factor due to the installation of water intake and discharge facilities.

【0012】[0012]

【発明が解決しようとする課題】近年、発電所の立地難
等を背景に狭隘サイト立地・埋め立て立地が計画される
等発電所敷地条件が益々厳しくなっている。
In recent years, site conditions for power plants have become increasingly severe, such as the location of narrow sites and landfill sites are being planned due to difficulties in the location of power plants.

【0013】従って、従来の発電所立地方式では取放水
設備の発電所敷地における占有面積が大きいことから、
近年の敷地条件においては発電所プロットプラン自由度
が阻害されること及び膨大な土木物量のため、経済性向
上の要求に耐えられなくなってきている。
Therefore, in the conventional power station location system, the area occupied by the water intake and discharge facilities on the power station site is large.
Under recent site conditions, the power plant plot plan flexibility is hindered, and the huge amount of civil engineering materials makes it impossible to meet the demand for improved economic efficiency.

【0014】さらに、近年では土地取得の困難さから限
られた敷地の中により多数の発電所を設置する傾向があ
り、取放水設備の単純化、コンパクト化による経済性の
向上、発電所建屋配置位置の自由度がより重要な課題に
なってきている。
Further, in recent years, there has been a tendency to install a larger number of power plants in a limited site due to the difficulty of acquiring land, and to simplify the water intake and discharge facilities, improve the economic efficiency by making the system compact, and arrange the power plant buildings. Positional freedom is becoming a more important issue.

【0015】[0015]

【課題を解決するための手段】上記課題を解決するため
に、本発明の請求項1は、海域から海水を取水する海水
ポンプを収納する海水ポンプ建屋と、蒸気タービン、発
電機及び前記蒸気タービンから排気された蒸気を海水で
冷却し復水する復水器を収納すると共に、前記海水ポン
プ建屋からの海水を取水する取水路及び前記復水器から
の使用後の海水を海域へ放水する放水路を配設してなる
複数のタービン建屋と、を有する発電所において、前記
海水ポンプ建屋及び前記複数のタービン建屋をタービン
・発電機軸線方向に直列に設置した発電所取放水設備で
あることを特徴としている。
In order to solve the above-mentioned problems, a first aspect of the present invention is a seawater pump building for housing a seawater pump for drawing seawater from a sea area, a steam turbine, a generator, and the steam turbine. A condenser for cooling the steam exhausted from the seawater with seawater and condensing it, and a discharge passage for taking in seawater from the seawater pump building and a discharge for discharging used seawater from the condenser to the sea area. A plurality of turbine buildings provided with waterways, and a power plant having the seawater pump building and the plurality of turbine buildings installed in series in a turbine / generator axial direction. Features.

【0016】上記課題を解決するために、本発明の請求
項2は、請求項1において、前記海水ポンプ建屋は、タ
ービン・発電機軸線方向前面の海域から海水を取水する
ように設置され、前記取水路及び放水路を前記タービン
・発電機軸線方向のタービン建屋下部もしくはタービン
建屋内に配設し、前記タービン・発電機軸線方向でみて
取水とは逆側のタービン建屋後面の海域に海水を放水す
るようにした発電所取放水設備であることを特徴として
いる。
According to a second aspect of the present invention, in the first aspect, the seawater pump building is installed so as to take in seawater from a sea area in front of the turbine / generator in the axial direction. An intake channel and a water discharge channel are arranged below the turbine building or in the turbine building in the turbine / generator axis direction, and seawater is discharged into the sea area on the rear side of the turbine building on the opposite side of the intake from the turbine / generator axis direction. It is characterized by a power station water intake and discharge facility designed to be used.

【0017】上記課題を解決するために、本発明の請求
項3は、請求項1又は2のいずれかにおいて、複数のタ
ービン建屋の取水側のタービン建屋内復水器に連結する
海水ポンプを内側に配設し、前記複数のタービン建屋の
より放水側に位置するタービン建屋に連結する海水ポン
プを順次前記海水ポンプの外側に配設した発電所取放水
設備であることを特徴としている。
According to a third aspect of the present invention, there is provided a seawater pump connected to a condenser inside a turbine building on an intake side of a plurality of turbine buildings. And a seawater pump connected to a turbine building located closer to the water discharge side of the plurality of turbine buildings, which is sequentially disposed outside the seawater pump.

【0018】上記課題を解決するために、本発明の請求
項4は、請求項1乃至3のいずれかにおいて、前記海水
ポンプ建屋の取水側海域及び前記タービン建屋の放水側
海域は、それぞれ取水路及び放水路と交叉して設けられ
た海水路である発電所取放水設備であることを特徴とし
ている。
According to a fourth aspect of the present invention, in order to solve the above-mentioned problems, in any one of the first to third aspects, the intake-side sea area of the seawater pump building and the discharge-side sea area of the turbine building each have an intake channel. And a water intake and discharge facility at a power station, which is a sea waterway provided crossing the water discharge channel.

【0019】[0019]

【作用】海水ポンプをタービン建屋のタービン・発電機
軸線方向に隣接して設置することにより、海水ポンプか
ら復水器までの取水管長さが低減する。取水管はタービ
ン建屋で交差することなく各号機の復水器に海水を通水
することができる。蒸気を冷却した後の海水を通水する
放水管も交差することなく、放水路に海水を導くことが
出来る。 これにより、取水管・放水管はタービン建屋
内またはタービン建屋基礎部において平面的に敷設さ
れ、建屋・土木設備物量の増大を招くことはない。しか
も、従来屋外に設置されていた海水ポンプからの取放水
管がタービン建屋内に設置され、発電所がよりコンパク
トに構成され、且つ土木設備物量(取放水管及びこれの
支持構造物)が低減される。
By installing a seawater pump adjacent to the turbine / generator axis direction of the turbine building, the length of the intake pipe from the seawater pump to the condenser is reduced. The intake pipe can pass seawater to the condenser of each unit without crossing in the turbine building. The water discharge pipe for passing the seawater after cooling the steam can guide the seawater to the water discharge channel without crossing. As a result, the intake pipe and the water discharge pipe are laid flat in the turbine building or in the turbine building base, and the building / civil equipment does not increase. In addition, the intake and discharge pipes from the seawater pump, which were conventionally installed outdoors, are installed in the turbine building, making the power plant more compact and reducing the amount of civil engineering equipment (intake and discharge pipes and their supporting structures). Is done.

【0020】タービン建屋内またはタービン建屋基礎内
での取放水管の交差は、海水ポンプの配列によって解消
することが出来る。即ち、取水側に近い側のタービン建
屋に接続する海水ポンプを海水ポンプ建屋内の内側に設
置し、放水側に近い側のタービン建屋に接続する海水ポ
ンプを前記海水ポンプを挟むように外側に設置する。さ
らに、敷地形状によっては、前記の海水ポンプ建屋まで
を水路によって海水を導き、一方、放水側にも水路を設
けて海水を最終的に海に放水することによって種々の発
電所のバリエーションにより、敷地形状の自由度に適合
させることが可能となる。
Intersection of the intake and discharge pipes in the turbine building or in the foundation of the turbine building can be eliminated by the arrangement of seawater pumps. That is, the seawater pump connected to the turbine building near the intake side is installed inside the seawater pump building, and the seawater pump connected to the turbine building near the water discharge side is installed outside so as to sandwich the seawater pump. I do. Further, depending on the shape of the site, the seawater is guided to the seawater pump building by a waterway, while a waterway is also provided on the water discharge side to finally discharge the seawater to the sea, so that various types of power plants can be used. It is possible to adapt to the degree of freedom of the shape.

【0021】[0021]

【発明の実施の形態】以下、本発明による一実施例を図
1〜図5によって説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment according to the present invention will be described below with reference to FIGS.

【0022】図1は、本実施例による海水ポンプ建屋
4、タービン建屋1、原子炉建屋12及び放水路8の位
置を全体的に説明したものである。複数の(本図では2
基)タービン建屋1をタービン・発電機軸線2方向に直
列に設置し、取水側に近い側のタービン建屋1のタービ
ン・発電機軸線2方向に海水ポンプ建屋4を設置する。
海水ポンプ建屋4内の海水ポンプ5(図示しない)によ
り海水を取水管6(図示しない)によってタービン建屋
内復水器3に導く。蒸気を冷却した海水は放水管7(図
示しない)によって放水側に近いタービン建屋1のター
ビン・発電機軸線方向に設置する放水路8に導き、最終
的に海9に海水を放水する構成としている。
FIG. 1 generally illustrates the positions of a seawater pump building 4, a turbine building 1, a reactor building 12, and a water discharge channel 8 according to this embodiment. A plurality (2 in this figure)
Base) The turbine building 1 is installed in series in the direction of the turbine / generator axis 2 and the seawater pump building 4 is installed in the direction of the turbine / generator axis 2 of the turbine building 1 near the intake side.
Seawater is guided by a seawater pump 5 (not shown) in the seawater pump building 4 to the condenser 3 in the turbine building by a water pipe 6 (not shown). The seawater having cooled the steam is guided by a water discharge pipe 7 (not shown) to a water discharge channel 8 provided in the turbine / generator axial direction of the turbine building 1 near the water discharge side, and finally discharges the seawater to the sea 9. .

【0023】この構成により海水はタービン・発電機軸
線2方向に最短ルートにて引き回され且つ、取放水設備
の大部分を占める海水取放水管はタービン建屋1の投影
面積内に設置されるため、発電所全体計画がよりコンパ
クトになる。
With this configuration, seawater is routed along the shortest route in the direction of the turbine / generator axis 2 and the seawater intake / discharge pipe occupying most of the intake / discharge equipment is installed within the projected area of the turbine building 1. The overall power plant plan will be more compact.

【0024】次に、前記海水の取放水管をタービン建屋
1の基礎に設置した一実施例を図2及び図3に基づいて
説明する。図2は、複数号機のタービン建屋基礎10を
平面的に表した図であり、図3は、タービン建屋1の断
面を示す図である。
Next, an embodiment in which the seawater intake and discharge pipe is installed on the foundation of the turbine building 1 will be described with reference to FIGS. FIG. 2 is a plan view showing the turbine building foundation 10 of a plurality of units, and FIG. 3 is a view showing a cross section of the turbine building 1.

【0025】図2でA号機の取水管6をタービン建屋1
側に引き回し、復水器3に海水を供給し、放水管7を復
水器3の下部を引き回す。
In FIG. 2, the intake pipe 6 of Unit A is connected to the turbine building 1
Side to supply seawater to the condenser 3, and the water discharge pipe 7 around the lower part of the condenser 3.

【0026】さらに、B号機側の取水管6を前記A号機
側の外側に引き回し、B号機の復水器3に海水を供給す
る。B号機の放水管7はA号機と同様に復水器3の下部
で且つA号機放水管7の外側を引き回す構成としてい
る。
Further, the water intake pipe 6 of the B-unit is routed to the outside of the A-unit to supply seawater to the condenser 3 of the B-unit. The water discharge pipe 7 of the No. B machine is configured to route around the lower part of the condenser 3 and the outside of the No. A water discharge pipe 7 like the A machine.

【0027】図3は、前記の取水管6、放水管7がター
ビン建屋基礎10内に設置した例を示している。本実施
例では取水管6、放水管7はタービン建屋基礎10をく
りぬいた中空部とすることによって、その機能を達成す
る構成としており鋼製の配管物量を低減することも可能
としている。
FIG. 3 shows an example in which the water intake pipe 6 and the water discharge pipe 7 are installed in the turbine building foundation 10. In the present embodiment, the intake pipe 6 and the water discharge pipe 7 are configured to achieve their functions by making the turbine building foundation 10 hollow and hollow, so that the amount of steel piping can be reduced.

【0028】図2・図3に示す実施例により、取水管6
・放水管7をタービン建屋基礎10で兼用することが可
能となり、また、これらが互いに交差することが避けら
れ土木設備の物量が低減すると共に、掘削量の増加を抑
制することが可能である。
According to the embodiment shown in FIGS.
-The water discharge pipe 7 can be used also as the turbine building foundation 10, and it is possible to avoid crossover between them, thereby reducing the amount of civil engineering equipment and suppressing an increase in excavation amount.

【0029】図4は、請求項3に示す海水ポンプ5の配
列の実施例を示す図である。図2で図示したA号機側取
水管6、B号機側取水管6(取水側からA号機、B号機
と呼ぶ)の交差を避けるため、海水ポンプ建屋4内のA
号機タービン建屋内復水器3に海水を供給する取水管6
に接続する海水ポンプ5を海水ポンプ建屋4内の中央部
に設置し、B号機側取水管6に接続する海水ポンプ5を
前記A号機側取水管6に接続する海水ポンプ5を挟む形
で外側に配置している。
FIG. 4 is a view showing an embodiment of the arrangement of the seawater pump 5 according to the third aspect. In order to avoid the intersection of the Unit A side intake pipe 6 and the Unit B side intake pipe 6 (referred to as Unit A and Unit B from the intake side) shown in FIG.
Intake pipe 6 for supplying seawater to the condenser 3 inside the Unit 3 turbine building
The seawater pump 5 connected to the A is installed at the center of the seawater pump building 4, and the seawater pump 5 connected to the B-side intake pipe 6 is sandwiched by the seawater pump 5 connected to the A-side intake pipe 6. Has been placed.

【0030】この海水ポンプ5の配列により、取水管6
どうしの交差を回避することが可能となる。
The arrangement of the seawater pump 5 allows the intake pipe 6
It is possible to avoid crossing between each other.

【0031】図5は、請求項4の一実施例を示す図であ
る。本実施例ではタービン建屋1と平行した方向に海岸
線を有する発電所において、海9より海水路11にて海
水を海水ポンプ建屋4の前面まで導き、放水側では放水
路8の後面に同様な海水路11を設置することによって
海水を最終的に海9に放水する構成としている。
FIG. 5 is a diagram showing an embodiment of the fourth aspect. In this embodiment, in a power plant having a shoreline in a direction parallel to the turbine building 1, seawater is guided from the sea 9 to the front of the seawater pump building 4 in the seawater channel 11, and a similar seawater is provided on the rear surface of the water discharge channel 8 on the water discharge side. By installing the road 11, the seawater is finally discharged to the sea 9.

【0032】このような発電所構成により、複数の発電
所を容易に増設することが可能である。
With such a power plant configuration, it is possible to easily add a plurality of power plants.

【0033】なお、本図は請求項1に示す建屋構成の一
実施例であるが、海水路11との組み合わせにより種々
のバリエーションが可能であり、プロットプランの自由
度が飛躍的に増大し、狭隘サイト、埋め立て土量を低減
する必要のある埋め立て地立地、さらには人工島立地に
おいても物量低減、発電所配置の自由度において効果を
発揮するものである。
Although this drawing is an embodiment of the building structure according to claim 1, various variations are possible by combination with the sea waterway 11, and the degree of freedom of the plot plan is dramatically increased. It is also effective at narrow sites, landfill sites where the amount of landfill soil needs to be reduced, and even at artificial island sites, in terms of physical quantity reduction and flexibility in power station layout.

【0034】[0034]

【発明の効果】本発明によれば、従来技術による機器側
の構造・寸法を変更することなく以下の効果がある。
According to the present invention, the following effects can be obtained without changing the structure and dimensions of the conventional device.

【0035】(1)取放水設備の土木物量低減 (2)発電所投影面積の縮小 (3)発電所配置の自由度拡大 (4)狭隘サイト、埋め立て地、人工島立地への適合性
拡大
(1) Reducing the amount of civil works in the water intake and discharge facilities (2) Reducing the projected area of the power plant (3) Expanding the degree of freedom in the layout of the power plant (4) Expanding the suitability for narrow sites, landfills and artificial islands

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

【図1】本発明の実施例による発電所本館建屋構成を示
す図である。
FIG. 1 is a diagram illustrating a configuration of a main building of a power plant according to an embodiment of the present invention.

【図2】本発明の実施例によるタービン建屋基礎内取放
水管の平面図である。
FIG. 2 is a plan view of a water discharge pipe in a turbine building foundation according to an embodiment of the present invention.

【図3】本発明の実施例によるタービン建屋基礎内取放
水管の断面図である。
FIG. 3 is a sectional view of a water discharge pipe in a turbine building foundation according to an embodiment of the present invention.

【図4】本発明の実施例による海水ポンプの配列を示す
図である。
FIG. 4 is a diagram illustrating an arrangement of a seawater pump according to an embodiment of the present invention.

【図5】本発明の他の実施例による発電所建屋構成を示
す図である。
FIG. 5 is a diagram showing a power plant building configuration according to another embodiment of the present invention.

【図6】従来例によるBWR型発電所配置例を示す図で
ある。
FIG. 6 is a diagram showing an example of an arrangement of a BWR type power plant according to a conventional example.

【符号の説明】[Explanation of symbols]

1…タービン建屋 2…タービン・発電機軸線 3…復水器 4…海水ポンプ建屋 5…海水ポンプ 6…取水管 7…放水管 8…放水路 9…海 10…タービン建屋基礎 11…海水路 12…原子炉建屋 DESCRIPTION OF SYMBOLS 1 ... Turbine building 2 ... Turbine / generator axis line 3 ... Condenser 4 ... Seawater pump building 5 ... Seawater pump 6 ... Intake pipe 7 ... Water discharge pipe 8 ... Water discharge channel 9 ... Sea 10 ... Turbine building foundation 11 ... Sea water channel 12 … Reactor building

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平9−292484(JP,A) 特開 平7−191186(JP,A) 特開 昭62−129507(JP,A) (58)調査した分野(Int.Cl.7,DB名) G21D 1/00 GDB ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-9-292484 (JP, A) JP-A-7-191186 (JP, A) JP-A-62-129507 (JP, A) (58) Investigation Field (Int.Cl. 7 , DB name) G21D 1/00 GDB

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 海域から海水を取水する海水ポンプを収
納する海水ポンプ建屋と、蒸気タービン、発電機及び前
記蒸気タービンから排気された蒸気を海水で冷却し復水
する復水器を収納すると共に、前記海水ポンプ建屋から
の海水を取水する取水路及び前記復水器からの使用後の
海水を海域へ放水する放水路を配設してなる複数のター
ビン建屋と、を有する発電所において、 前記海水ポンプ建屋及び前記複数のタービン建屋をター
ビン・発電機軸線方向に直列に設置したことを特徴とす
る発電所取放水設備。
1. A seawater pump building that houses a seawater pump that takes in seawater from a sea area, and a steam turbine, a generator, and a condenser that cools steam discharged from the steam turbine with seawater and condenses it. And a plurality of turbine buildings provided with a water intake passage for taking in seawater from the seawater pump building and a water discharge passage for discharging used seawater from the condenser to the sea area, A water intake and discharge facility for a power plant, wherein a seawater pump building and the plurality of turbine buildings are installed in series in a turbine / generator axis direction.
【請求項2】 前記海水ポンプ建屋は、タービン・発電
機軸線方向前面の海域から海水を取水するように設置さ
れ、前記取水路及び放水路を前記タービン・発電機軸線
方向のタービン建屋下部もしくはタービン建屋内に配設
し、前記タービン・発電機軸線方向でみて取水とは逆側
のタービン建屋後面の海域に海水を放水するようにした
ことを特徴とする請求項1記載の発電所取放水設備。
2. The seawater pump building is installed so as to take in seawater from a sea area in front of the turbine / generator axial direction, and connects the intake channel and the water discharge channel to a lower part of the turbine building or a turbine in the turbine / generator axial direction. The power plant water intake and discharge facility according to claim 1, wherein the water supply facility is disposed in a building, and discharges seawater to a sea area on the rear side of the turbine building opposite to the water intake in the axial direction of the turbine / generator. .
【請求項3】 複数のタービン建屋の取水側のタービン
建屋内復水器に連結する海水ポンプを内側に配設し、前
記複数のタービン建屋のより放水側に位置するタービン
建屋に連結する海水ポンプを順次前記海水ポンプの外側
に配設したことを特徴とする請求項1又は2のいずれか
に記載の発電所取放水設備。
3. A seawater pump connected to a condenser inside a turbine building on a water intake side of a plurality of turbine buildings, and a seawater pump connected to a turbine building located closer to a water discharge side of the plurality of turbine buildings. The power plant water intake and discharge equipment according to claim 1 or 2, wherein the water supply pumps are sequentially arranged outside the seawater pump.
【請求項4】 前記海水ポンプ建屋の取水側海域及び前
記タービン建屋の放水側海域は、それぞれ取水路及び放
水路と交叉して設けられた海水路であることを特徴とす
る請求項1乃至3のいずれかの発電所取放水設備。
4. The seawater channel provided on the intake side of the seawater pump building and the water discharge side of the turbine building are intersecting with the water intake channel and the water discharge channel, respectively. Any of the power station water intake and discharge facilities.
JP11943297A 1997-05-09 1997-05-09 Power plant water intake and discharge facilities Expired - Fee Related JP3198269B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11943297A JP3198269B2 (en) 1997-05-09 1997-05-09 Power plant water intake and discharge facilities

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11943297A JP3198269B2 (en) 1997-05-09 1997-05-09 Power plant water intake and discharge facilities

Publications (2)

Publication Number Publication Date
JPH10311895A JPH10311895A (en) 1998-11-24
JP3198269B2 true JP3198269B2 (en) 2001-08-13

Family

ID=14761296

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11943297A Expired - Fee Related JP3198269B2 (en) 1997-05-09 1997-05-09 Power plant water intake and discharge facilities

Country Status (1)

Country Link
JP (1) JP3198269B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030040574A (en) * 2001-11-15 2003-05-23 한국수력원자력 주식회사 A layout of emergency diesel generator room for improving maintainability

Also Published As

Publication number Publication date
JPH10311895A (en) 1998-11-24

Similar Documents

Publication Publication Date Title
US6396162B1 (en) Underground hydroelectric plant
CN110185493A (en) Major long tunnel counter-slope drainage and construction method under a kind of complex geological condition
Tam et al. Underground pumped hydro storage—An overview
JP3198269B2 (en) Power plant water intake and discharge facilities
US3910381A (en) Lubricating oil system integral with structural steel turbine foundation
KR100727852B1 (en) Aberration Structure for Tidal Power Plant
JP2860721B2 (en) Drainage pump station and its operation method
CN219060124U (en) Basement with embedded ventilation pipe ditch
CN219011141U (en) Dual-power tunnel hydroelectric generation structure in water-rich area
JP2883938B2 (en) ▲ high ▼ stand type nuclear power plant
JP2540078B2 (en) Deep underground river overflow manhole power generation structure
RU2185478C2 (en) Hydroelectric station building and method for erection of hydroelectric stations
CN222881791U (en) Cooling tower circulating water system
GB2600166A (en) Method and system for generating hydro-electric power
CN214949909U (en) Lithium bromide absorption heat pump waste heat recovery factory building
JP2025115581A (en) Revetment blocks and revetment structures
JP2000120053A (en) High efficiency hydroelectric power generation system by continuous artificial falls-like construction
Tasdemiroglu Development of small hydropower in Türkiye
JPH11222836A (en) Fall water power generation system
JPH0378569A (en) Seawater pumped storage power plant
Patil et al. Planning and Design of Small Hydro Power Station on D/S of Low Head Weir (Kolhapur Type)
RU2039154C1 (en) Hydroelectric power station building
Stankiewicz Water Supply to Thermal Power Plants
Yujia et al. Design and Comparison of Drainage Technology Scheme for Multi-Purpose Modular Small Reactor Science and Technology Demonstration Project
JP2020190122A (en) Forest land development system

Legal Events

Date Code Title Description
S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313115

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080608

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080608

Year of fee payment: 7

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080608

Year of fee payment: 7

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313115

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080608

Year of fee payment: 7

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080608

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090608

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100608

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100608

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110608

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110608

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120608

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120608

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130608

Year of fee payment: 12

LAPS Cancellation because of no payment of annual fees