JP2017072270A - Circulating water system - Google Patents

Circulating water system Download PDF

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JP2017072270A
JP2017072270A JP2015197752A JP2015197752A JP2017072270A JP 2017072270 A JP2017072270 A JP 2017072270A JP 2015197752 A JP2015197752 A JP 2015197752A JP 2015197752 A JP2015197752 A JP 2015197752A JP 2017072270 A JP2017072270 A JP 2017072270A
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expansion joint
water
circulating water
water leakage
water system
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康史 萩原
Yasushi Hagiwara
康史 萩原
佑樹 柄谷
Yuki Karatani
佑樹 柄谷
仁史 知久
Hitoshi Chiku
仁史 知久
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Toshiba Corp
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Toshiba Corp
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Abstract

PROBLEM TO BE SOLVED: To prevent water from leaking into a turbine building till breaking off the connection of a circulating water system from a water source even when an extension joint for a gateway port of a condenser water chamber is damaged due to an impact from an earthquake in the circulating water system.SOLUTION: The circulating water system includes: connection piping 182 of the water chamber; drain piping 21 for transporting circulating water; a drain outlet valve 20 connected to the drain piping 21; a drain-side extension joint 19 connected to the drain outlet valve 20 and the connection piping 182; and a leakage water storage part 31 provided so as to be capable of storing leakage water from the drain-side extension joint 19.SELECTED DRAWING: Figure 3

Description

本発明の一態様としての実施形態は、循環水系統に関する。   The embodiment as one aspect of the present invention relates to a circulating water system.

従来の原子力発電所等のタービン建屋では、原子炉で発生した蒸気によりタービンが回転駆動した後、蒸気は復水器により冷却され水となって再度原子炉に給水される。復水器には蒸気の冷却源として海水等の水(循環水)が供給される。   In a conventional turbine building of a nuclear power plant or the like, after the turbine is rotationally driven by steam generated in the nuclear reactor, the steam is cooled by a condenser and is supplied to the nuclear reactor again as water. The condenser is supplied with water such as seawater (circulated water) as a cooling source for steam.

循環水系統で循環水の循環中に、地震等の影響で復水器水室の出入口の強度の弱い伸縮継手(エキスパンションジョイント)が破損する場合が想定される。伸縮継手が破損した場合、循環水系統の循環水が破損部分からタービン建屋内に漏水してしまう。   During circulation of circulating water in the circulating water system, it is assumed that expansion joints (expansion joints) with weak strength at the inlet / outlet of the condenser water chamber are damaged due to earthquakes and the like. When the expansion joint is damaged, the circulating water in the circulating water system leaks from the damaged portion into the turbine building.

伸縮継手が破損した場合、伸縮継手に接続された水室出入口弁を閉止したり、循環配管に設置されたサイフォンブレーク(エア流入)を作動させたりして、循環水系統と水源(外洋)とを縁切りする技術がある。   If the expansion joint is damaged, close the water chamber inlet / outlet valve connected to the expansion joint, or activate the siphon break (air inflow) installed in the circulation pipe, There is a technology to cut the edge.

特開2014−228148号公報JP 2014-228148 A

従来技術によると、循環水系統で循環水の循環中に、伸縮継手の破損を検知してから水室出入口弁を閉止するまでの間、又は、伸縮継手の破損を検知してからサイフォンブレークが作動されるまでの間、循環水が伸縮継手の破損部分からタービン建屋内(系外)に漏水してしまう。   According to the prior art, during circulation of circulating water in the circulating water system, the siphon break occurs after the expansion joint is detected until the water chamber inlet / outlet valve is closed, or after the expansion joint is detected. Until it is activated, the circulating water leaks from the damaged portion of the expansion joint into the turbine building (outside the system).

また、伸縮継手が破損した場合に、地震や津波等の影響でサイフォンブレーク自体が作動しないときにはサイフォンブレークを用いた循環水系統と水源との縁切りができない。その場合、水室出入口弁を閉止して循環水系統と水源との縁切りを行なうことになるが、伸縮継手の変形に起因して水室出入口弁が閉止機能を喪失すると、破損部分からの漏水でタービン建屋が溢水する事象が想定される。   In addition, when the expansion joint is damaged and the siphon break itself does not operate due to the influence of an earthquake, tsunami, or the like, it is impossible to cut the edge between the circulating water system using the siphon break and the water source. In that case, the water chamber inlet / outlet valve is closed to cut off the edge of the circulating water system and the water source, but if the water chamber inlet / outlet valve loses its closing function due to deformation of the expansion joint, water leakage from the damaged part will occur. It is assumed that the turbine building overflows.

本実施形態に係る循環水系統は、地震等の影響により復水器水室の出入口の伸縮継手が損傷しても、循環水系統と水源とが縁切りされるまでの間、伸縮継手からタービン建屋内への漏水を防止することを課題とする。   Even if the expansion joint at the entrance / exit of the condenser water chamber is damaged due to the influence of an earthquake or the like, the circulating water system according to the present embodiment is connected from the expansion joint to the turbine building until the circulation water system and the water source are cut off. The problem is to prevent water leakage indoors.

また、本実施形態に係る循環水系統は、地震等の影響により復水器水室の出入口のエキスパンションが損傷し、サイフォンブレークが不作動の状態でも、伸縮継手からの漏水によるタービン建屋内の溢水を防止することを課題とする。   In addition, the circulating water system according to the present embodiment has an overflow of the turbine building due to water leakage from the expansion joint even when the expansion of the condenser water chamber is damaged due to the earthquake and the siphon break is not activated. It is an object to prevent this.

本実施形態に係る循環水系統は、上述した課題を解決するために、復水器の水室と、循環水を輸送する配管と、前記配管に接続された弁と、前記弁と前記水室とに接続された伸縮継手と、前記伸縮継手からの漏水を収容可能なように設けられた漏水収容部と、を備えた。   In order to solve the above-described problems, the circulating water system according to the present embodiment includes a condenser water chamber, piping for transporting circulating water, a valve connected to the piping, the valve, and the water chamber. And an expansion joint connected to the expansion joint, and a water leakage accommodating portion provided to accommodate leakage from the expansion joint.

本実施形態に係る循環水系統によると、地震等の影響により伸縮継手が損傷しても、循環水系統と水源とが縁切りされるまでの間、タービン建屋内への漏水を防止することができる。   According to the circulating water system according to the present embodiment, even if the expansion joint is damaged due to an earthquake or the like, it is possible to prevent water leakage into the turbine building until the circulating water system and the water source are cut off. .

また、本実施形態に係る循環水系統によると、伸縮継手が変形しても弁体の閉止機能を確実に保持できるため、地震等の影響により伸縮継手が損傷し、サイフォンブレークが不作動の状態でも、伸縮継手からの漏水によるタービン建屋内の溢水を防止することができる。   In addition, according to the circulating water system according to the present embodiment, even when the expansion joint is deformed, the valve body closing function can be reliably maintained, so that the expansion joint is damaged due to an earthquake or the like, and the siphon break is not activated. However, it is possible to prevent overflow of the turbine building due to water leakage from the expansion joint.

第1〜第6実施形態に係る循環水系統を示す概略図。Schematic which shows the circulating water system which concerns on 1st-6th embodiment. 第1実施形態に係る循環水系統の構造を示す側面図。The side view which shows the structure of the circulating water system which concerns on 1st Embodiment. 第1実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 1st Embodiment. 第1実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 1st Embodiment. 第1実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 1st Embodiment. 第2実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 2nd Embodiment. 第3実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 3rd Embodiment. 第4実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 4th Embodiment. 第5実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 5th Embodiment. (A),(B)は、第6実施形態に係る循環水系統の水室の構造を示す概略図。(A), (B) is the schematic which shows the structure of the water chamber of the circulating water system which concerns on 6th Embodiment. 第6実施形態に係る循環水系統の詳細構造を示す図。The figure which shows the detailed structure of the circulating water system which concerns on 6th Embodiment.

本実施形態に係る循環水系統について、添付図面を参照して説明する。   The circulating water system according to the present embodiment will be described with reference to the accompanying drawings.

(第1実施形態)
図1は、第1実施形態に係る循環水系統を示す概略図である。
(First embodiment)
FIG. 1 is a schematic diagram showing a circulating water system according to the first embodiment.

図1は、第1実施形態に係る循環水系統1を示す。循環水系統1は、大きくは、取水ピット11、取水ポンプ(CWP)12、取水ポンプ吐出弁13、取水配管14、タービン建屋15、取水入口弁16、取水側伸縮継手(エキスパンションジョイント)17、復水器18、排水側伸縮継手(エキスパンションジョイント)19、排水出口弁20、排水配管21、放水口22、サイフォンブレーク23、及び漏水収容部31(図2〜図5に図示)を備える。   FIG. 1 shows a circulating water system 1 according to the first embodiment. The circulating water system 1 mainly includes a water intake pit 11, a water intake pump (CWP) 12, a water intake pump discharge valve 13, a water intake pipe 14, a turbine building 15, a water intake inlet valve 16, a water intake side expansion joint (expansion joint) 17, A water device 18, a drain side expansion joint (expansion joint) 19, a drain outlet valve 20, a drain pipe 21, a water discharge port 22, a siphon break 23, and a water leakage accommodating portion 31 (shown in FIGS. 2 to 5) are provided.

循環配管(配管14,21)は、外洋Sと復水器18との間で、循環水を搬送する。   Circulation piping (pipings 14 and 21) conveys circulating water between the open ocean S and the condenser 18.

取水側伸縮継手17は、取水入口弁16及び復水器18との相対変位のずれを吸収するために、取水入口弁16と復水器18との間に接続される。同様に、排水側伸縮継手19は、復水器18及び排水出口弁20の相対変位のずれを吸収するために、復水器18と排水出口弁20との間に接続される。   The intake side expansion joint 17 is connected between the intake inlet valve 16 and the condenser 18 in order to absorb a shift in relative displacement between the intake inlet valve 16 and the condenser 18. Similarly, the drain side expansion joint 19 is connected between the condenser 18 and the drain outlet valve 20 in order to absorb the displacement of the relative displacement between the condenser 18 and the drain outlet valve 20.

外洋Sから取水された海水は循環水として取水ピット11に取水される。取水ポンプ12によって汲み上げられた循環水は、取水ポンプ吐出弁13及び取水配管14を順に介してタービン建屋15内に導かれ、取水配管14、取水入口弁16、及び取水側伸縮継手17を順に介して復水器18に供給される。復水器18に供給された循環水は、復水器18で蒸気を冷却(熱交換)した後、排水側伸縮継手19、排水出口弁20、及び排水配管21を順に介してタービン建屋15外に導かれ、排水配管21から放水ピット(図示しない)に排出される。放水ピットの排水は放水口22から外洋Sに放水される。   Seawater taken from the open ocean S is taken into the intake pit 11 as circulating water. The circulating water pumped up by the intake pump 12 is guided into the turbine building 15 through the intake pump discharge valve 13 and the intake pipe 14 in this order, and sequentially passes through the intake pipe 14, the intake inlet valve 16, and the intake side expansion joint 17. And supplied to the condenser 18. The circulating water supplied to the condenser 18 cools (heat exchanges) the steam in the condenser 18, and then passes through the drain-side expansion joint 19, the drain outlet valve 20, and the drain pipe 21 in this order outside the turbine building 15. To the water discharge pit (not shown). Drainage from the discharge pit is discharged from the discharge port 22 to the open ocean S.

サイフォンブレーク23は、取水配管14及び排水配管21の双方で、海面より高い部位に設置される。循環水系統1において外洋Sから海水が復水器18に給水され復水器18から排水されている正常の循環状態で、緊急時に至ったとする。その場合、サイフォンブレーク23を開放することで空気が取り込まれ、取水配管14及び排水配管21のうちタービン建屋15側の配管と外洋側の配管とが切り離されることで、タービン建屋15内に海水が流入することが抑制される。   The siphon break 23 is installed at a location higher than the sea level in both the intake pipe 14 and the drain pipe 21. In the circulating water system 1, it is assumed that the seawater is supplied from the open ocean S to the condenser 18 and drained from the condenser 18, and an emergency occurs. In that case, the air is taken in by opening the siphon break 23, and the pipe on the turbine building 15 side and the pipe on the open ocean side of the intake pipe 14 and the drain pipe 21 are separated from each other, so that seawater is contained in the turbine building 15. Inflow is suppressed.

図2は、第1実施形態に係る循環水系統1の構造を示す側面図である。   FIG. 2 is a side view showing the structure of the circulating water system 1 according to the first embodiment.

図2は、タービン建屋15内に設置される伸縮継手を示す。第1実施形態(第2〜第6実施形態も同様)に係る循環水系統1は、伸縮継手として、図1に示す取水側伸縮継手17及び排水側伸縮継手19を備える。ここでは、排水側伸縮継手19を例にとって説明するが、取水側伸縮継手17についても同様に適用できる。   FIG. 2 shows an expansion joint installed in the turbine building 15. The circulating water system 1 according to the first embodiment (the same applies to the second to sixth embodiments) includes an intake side expansion joint 17 and a drain side expansion joint 19 shown in FIG. 1 as expansion joints. Here, the drain side expansion joint 19 will be described as an example, but the same applies to the water intake side expansion joint 17.

復水器18の胴体は、基礎(地面)の土台Gに載置される。復水器18は、水室181、接続配管182、及び支持体183(図3〜図5に図示)を備える。   The body of the condenser 18 is placed on the foundation G of the foundation (ground). The condenser 18 includes a water chamber 181, a connection pipe 182, and a support 183 (shown in FIGS. 3 to 5).

排水側伸縮継手19は、上部(上流)側が接続配管182に固定され、下部(下流)側が排水出口弁20に固定される。排水側伸縮継手19は、復水器18及び排水配管21の相対変位のずれを吸収する部材である。   The drain side expansion joint 19 has an upper (upstream) side fixed to the connection pipe 182 and a lower (downstream) side fixed to the drain outlet valve 20. The drain-side expansion joint 19 is a member that absorbs a shift in relative displacement between the condenser 18 and the drain pipe 21.

排水出口弁20は、上部側が排水側伸縮継手19に固定され、下部側が排水配管21に固定される。排水出口弁20は、循環水系統1(復水器18)と水源とを縁切りする境界となる弁である。   The drain outlet valve 20 has an upper side fixed to the drain side expansion joint 19 and a lower side fixed to the drain pipe 21. The drain outlet valve 20 is a valve that becomes a boundary that cuts off the circulating water system 1 (condenser 18) and the water source.

漏水収容部31は、排水側伸縮継手19からの漏水を収容可能なように設けられる。漏水収容部31として使用される材料は排水配管21と同等でよく、例えば、炭素鋼、鋳鉄、樹脂被覆鋼、亜鉛めっき鋼、又は銅合金である。   The water leakage accommodating portion 31 is provided so as to accommodate the water leakage from the drain side expansion joint 19. The material used as the water leakage accommodating portion 31 may be the same as that of the drainage pipe 21, and is, for example, carbon steel, cast iron, resin-coated steel, galvanized steel, or copper alloy.

図3〜図5は、第1実施形態に係る循環水系統1の詳細構造を示す図である。図3は、漏水収容部31の構造を含む側方断面図である。図4及び図5は、漏水収容部31の構造を示す上方断面図である。   3-5 is a figure which shows the detailed structure of the circulating water system | strain 1 which concerns on 1st Embodiment. FIG. 3 is a side sectional view including the structure of the water leakage accommodating portion 31. 4 and 5 are upper cross-sectional views showing the structure of the water leakage accommodating portion 31. FIG.

図3は、第1実施形態に係る循環水系統1を示す。図3に示す循環水系統1は、復水器(接続配管182及び支持体183)、排水側伸縮継手19、排水出口弁20、排水配管21、及び漏水収容部31を備える。排水出口弁20は、弁体201と、弁体201の開閉動力であり水密処理された弁駆動モータ202とを備える。   FIG. 3 shows the circulating water system 1 according to the first embodiment. The circulating water system 1 shown in FIG. 3 includes a condenser (connection pipe 182 and support 183), a drain-side expansion joint 19, a drain outlet valve 20, a drain pipe 21, and a water leakage accommodating portion 31. The drain outlet valve 20 includes a valve body 201 and a valve drive motor 202 that is opening / closing power of the valve body 201 and is watertight.

支持体183は、接続配管182の外周側面に固定される。例えば、支持体183は、接続配管182に溶接による接合で固定される。   The support body 183 is fixed to the outer peripheral side surface of the connection pipe 182. For example, the support body 183 is fixed to the connection pipe 182 by welding.

接続配管182及び排水側伸縮継手19は、接続フランジ(接続部)を介してボルトB及びナットNが締結されることで固定される。排水側伸縮継手19及び排水出口弁20は、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水出口弁20及び排水配管21は、接続フランジを介してボルトB及びナットNが締結されることで固定される。   The connection pipe 182 and the drain side expansion joint 19 are fixed by fastening bolts B and nuts N via connection flanges (connection parts). The drain side expansion joint 19 and the drain outlet valve 20 are fixed by fastening bolts B and nuts N via connection flanges. The drain outlet valve 20 and the drain pipe 21 are fixed by fastening bolts B and nuts N via connecting flanges.

また、漏水収容部31の下面311と、排水側伸縮継手19及び排水出口弁20の接続フランジとが密閉するように、漏水収容部311の下面311が接続フランジに固定される。排水側伸縮継手19と、排水出口弁20と、漏水収容部31の下面311とは、接続フランジ及び下面311を介してボルトB及びナットNが締結されることで固定される。なお、接続フランジを介してボルトB及びナットNが締結されることで漏水収容部31の下面311が固定される場合を示すが、その場合に限定されるものではなく、漏水収容部31の下面311が溶接による接合で排水配管21に固定されてもよい。   Moreover, the lower surface 311 of the water leakage accommodating part 311 is fixed to the connection flange so that the lower surface 311 of the water leakage accommodating part 31 and the connection flange of the drain side expansion joint 19 and the drain outlet valve 20 are sealed. The drainage side expansion joint 19, the drainage outlet valve 20, and the lower surface 311 of the water leakage accommodating portion 31 are fixed by fastening bolts B and nuts N via the connection flange and the lower surface 311. In addition, although the case where the lower surface 311 of the water leak accommodation part 31 is fixed by fastening the volt | bolt B and the nut N via a connection flange is shown, it is not limited to that case, The lower surface of the water leak accommodation part 31 311 may be fixed to the drain pipe 21 by welding.

接続配管182に固定された支持体183と、漏水収容部31の上面312とは固定される。又は、図3〜図5に示すように、接続配管182に固定された支持体183と、漏水収容部31の上面312とは非固定とされ、支持体183と上面312とが摺動可能な状態で支持体183は上面312を支持する。   The support body 183 fixed to the connection pipe 182 and the upper surface 312 of the water leakage storage unit 31 are fixed. Or as shown in FIGS. 3-5, the support body 183 fixed to the connection piping 182 and the upper surface 312 of the water leak accommodating part 31 are not fixed, and the support body 183 and the upper surface 312 are slidable. In the state, the support body 183 supports the upper surface 312.

後者の場合、地震等の影響によって接続配管182と漏水収容部31とが異なる振動を起こしても、支持体183と上面312とが摺動することで、接続配管182及び漏水収容部31の相対変位のずれを吸収できるという効果を奏する。なお、漏水収容部31の軸方向に直交する面(漏水収容部31を上部側から見た場合)の形状は、図4に示す円形であっても、図5に示す正方形であっても、その他の形状であってもよい。   In the latter case, even if the connection pipe 182 and the leaked water storage portion 31 undergo different vibrations due to the influence of an earthquake or the like, the support 183 and the upper surface 312 slide to make the relative relationship between the connection pipe 182 and the water leak storage portion 31. There is an effect that the displacement can be absorbed. In addition, even if the shape of the surface orthogonal to the axial direction of the water leak accommodating part 31 (when the water leak accommodating part 31 is viewed from the upper side) is a circle shown in FIG. 4 or a square shown in FIG. Other shapes may be used.

続いて、第1実施形態に係る循環水系統1の作用について図1〜図5を用いて説明する。   Then, the effect | action of the circulating water system | strain 1 which concerns on 1st Embodiment is demonstrated using FIGS.

循環水系統1において外洋Sから海水が復水器18に給水され復水器18から排水されている正常の循環状態で、相対的に強度の弱い排水側伸縮継手19(又は取水側伸縮継手17)が地震による変形を受けて損傷したとする。その場合、排水出口弁20(又は取水入口弁16)又はサイフォンブレーク23を用いて循環水系統1と水源とが縁切りされることになる。従来技術によれば、排水側伸縮継手19の損傷を検知してから循環水系統1と水源とが縁切りされるまでの間に排水側伸縮継手19の損傷部分からタービン建屋15内(系外)に漏水することになる。   In a normal circulation state where seawater is supplied from the open ocean S to the condenser 18 and drained from the condenser 18 in the circulating water system 1, the drain side expansion joint 19 (or the intake side expansion joint 17 is relatively weak). ) Is damaged due to deformation caused by an earthquake. In that case, the circulating water system 1 and the water source are cut off using the drain outlet valve 20 (or the intake inlet valve 16) or the siphon break 23. According to the prior art, from the detection of damage to the drain side expansion joint 19 to the time when the circulating water system 1 and the water source are cut off, the damaged part of the drain side expansion joint 19 enters the inside of the turbine building 15 (outside the system). Will leak water.

一方で、循環水系統1によると、排水側伸縮継手19の損傷を検知してから循環水系統1と水源とが縁切りされるまでの間における排水側伸縮継手19の損傷部分からの漏水を漏水収容部31に収容することができる。加えて、外力により図3に示す支持体183と上面312とが摺動することにより、地震等の影響による漏水収容部31の変形破損を防止することもできる。   On the other hand, according to the circulating water system 1, the leakage from the damaged portion of the drain side expansion joint 19 between the time when the drain side expansion joint 19 is detected and before the circulating water system 1 and the water source are cut off is leaked. It can be accommodated in the accommodating part 31. In addition, when the support body 183 and the upper surface 312 shown in FIG. 3 slide due to external force, it is possible to prevent deformation and breakage of the water leakage accommodating portion 31 due to the influence of an earthquake or the like.

第1実施形態に係る循環水系統1によると、地震等の影響により排水側伸縮継手19(又は取水側伸縮継手17)が損傷しても、循環水系統1と水源とが縁切りされるまでの間、漏水収容部31が排水側伸縮継手19からの漏水を収容することで、タービン建屋15内への漏水を防止することができる。   According to the circulating water system 1 according to the first embodiment, even if the drain side expansion joint 19 (or the intake side expansion joint 17) is damaged due to the influence of an earthquake or the like, the circulating water system 1 and the water source are cut off. In the meantime, since the water leakage accommodating part 31 accommodates the water leakage from the drain-side expansion joint 19, the water leakage into the turbine building 15 can be prevented.

(第2実施形態)
第2実施形態に係る循環水系統の概略は、図1に示す循環水系統1と同様であるので説明を省略する。
(Second Embodiment)
Since the outline of the circulating water system which concerns on 2nd Embodiment is the same as that of the circulating water system 1 shown in FIG. 1, description is abbreviate | omitted.

図6は、第2実施形態に係る循環水系統の詳細構造を示す図である。図6は、漏水収容部の構造を含む側方断面図である。   FIG. 6 is a diagram showing a detailed structure of the circulating water system according to the second embodiment. FIG. 6 is a side cross-sectional view including the structure of the water leakage accommodating portion.

図6は、第2実施形態に係る循環水系統1Aを示す。図6に示す循環水系統1Aは、復水器(接続配管182)、排水側伸縮継手19、排水出口弁20、排水配管21、及び漏水収容部31Aを備える。なお、図6において、図3に示す循環水系統1の部材と同一部材には同一符号を付して説明を省略する。   FIG. 6 shows a circulating water system 1A according to the second embodiment. A circulating water system 1A shown in FIG. 6 includes a condenser (connection pipe 182), a drain-side expansion joint 19, a drain outlet valve 20, a drain pipe 21, and a water leakage accommodating portion 31A. In FIG. 6, the same members as those of the circulating water system 1 shown in FIG.

接続配管182及び排水側伸縮継手19は、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水側伸縮継手19及び排水出口弁20は、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水出口弁20及び排水配管21は、接続フランジを介してボルトB及びナットNが締結されることで固定される。   The connection pipe 182 and the drain side expansion joint 19 are fixed by fastening the bolt B and the nut N via the connection flange. The drain side expansion joint 19 and the drain outlet valve 20 are fixed by fastening bolts B and nuts N via connection flanges. The drain outlet valve 20 and the drain pipe 21 are fixed by fastening bolts B and nuts N via connecting flanges.

漏水収容部31Aは、排水側伸縮継手19からの漏水を収容可能なように設けられる。ここでは、漏水収容部31Aは、排水側伸縮継手19及び排水出口弁20(弁体201及び弁駆動モータ202を含む)の側面を囲うように配置される。漏水収容部31Aとして使用される材料はゴム等の弾性材(伸縮部材)である。軸心向きの弾性力により漏水収容部31Aの上部側と接続配管182とが密閉するように、漏水収容部31Aの上部側が接続配管182に固定される。軸心向きの弾性力により漏水収容部31Aの下部側と排水配管21とが密閉するように、漏水収容部31Aの下部側が排水配管21に固定される。   31 A of water leak accommodating parts are provided so that the water leak from the drain side expansion joint 19 can be accommodated. Here, 31 A of water leak accommodating parts are arrange | positioned so that the side surface of the drain side expansion joint 19 and the drain outlet valve 20 (including the valve body 201 and the valve drive motor 202) may be enclosed. The material used as the water leakage accommodating portion 31A is an elastic material (expandable member) such as rubber. The upper side of the water leakage housing part 31A is fixed to the connection pipe 182 so that the upper side of the water leakage housing part 31A and the connection pipe 182 are sealed by the elastic force in the axial direction. The lower side of the water leakage storage part 31A is fixed to the drainage pipe 21 so that the lower side of the water leakage storage part 31A and the drainage pipe 21 are sealed by the elastic force in the axial direction.

続いて、第2実施形態に係る循環水系統1Aの作用について図1及び図6を用いて説明する。   Then, the effect | action of 1 A of circulating water systems which concern on 2nd Embodiment is demonstrated using FIG.1 and FIG.6.

循環水系統1Aにおいて外洋Sから海水が復水器18に給水され復水器18から排水されている正常の循環状態で、相対的に強度の弱い排水側伸縮継手19(又は取水側伸縮継手17)が地震による変形を受けて損傷したとする。その場合、排水側伸縮継手19の損傷を検知してから循環水系統1Aと水源とが縁切りされるまでの間における排水側伸縮継手19の損傷部分からの漏水を漏水収容部31Aに収容することができる。   In a normal circulation state where seawater is supplied from the open ocean S to the condenser 18 and drained from the condenser 18 in the circulating water system 1A, the drainage side expansion joint 19 (or the intake side expansion joint 17 is relatively weak). ) Is damaged due to deformation caused by an earthquake. In that case, the leakage from the damaged portion of the drain side expansion joint 19 between the detection of damage to the drain side expansion joint 19 and the circulatory water system 1A and the water source being cut off is accommodated in the leak accommodation part 31A. Can do.

第2実施形態に係る循環水系統1Aによると、地震等の影響により排水側伸縮継手19(又は取水側伸縮継手17)が損傷しても、循環水系統1Aと水源とが縁切りされるまでの間、漏水収容部31Aが排水側伸縮継手19からの漏水を収容することで、タービン建屋15内への漏水を防止することができる。   According to the circulating water system 1A according to the second embodiment, even if the drain side expansion joint 19 (or the intake side expansion joint 17) is damaged due to an earthquake or the like, the circulating water system 1A and the water source are cut off. In the meantime, the water leakage accommodating portion 31 </ b> A accommodates the water leakage from the drainage expansion joint 19, thereby preventing the water leakage into the turbine building 15.

(第3実施形態)
第3実施形態に係る循環水系統の概略は、図1に示す循環水系統1と同様であるので説明を省略する。
(Third embodiment)
Since the outline of the circulating water system which concerns on 3rd Embodiment is the same as that of the circulating water system 1 shown in FIG. 1, description is abbreviate | omitted.

図7は、第3実施形態に係る循環水系統の詳細構造を示す図である。図7は、漏水収容部の構造を含む側方断面図である。   FIG. 7 is a diagram illustrating a detailed structure of a circulating water system according to the third embodiment. FIG. 7 is a side cross-sectional view including the structure of the water leakage accommodating portion.

図7は、第3実施形態に係る循環水系統1Bを示す。図7に示す循環水系統1Bは、復水器(接続配管182及び支持体183)、排水側伸縮継手19、排水出口弁20、排水配管21、及び漏水収容部31Bを備える。なお、図7において、図3に示す循環水系統1の部材と同一部材には同一符号を付して説明を省略する。   FIG. 7 shows a circulating water system 1B according to the third embodiment. A circulating water system 1B shown in FIG. 7 includes a condenser (connection pipe 182 and support 183), a drain-side expansion joint 19, a drain outlet valve 20, a drain pipe 21, and a water leakage storage portion 31B. In FIG. 7, the same members as those of the circulating water system 1 shown in FIG.

接続配管182及び排水側伸縮継手19は、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水側伸縮継手19及び排水出口弁20は、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水出口弁20及び排水配管21は、接続フランジを介してボルトB及びナットNが締結されることで固定される。   The connection pipe 182 and the drain side expansion joint 19 are fixed by fastening the bolt B and the nut N via the connection flange. The drain side expansion joint 19 and the drain outlet valve 20 are fixed by fastening bolts B and nuts N via connection flanges. The drain outlet valve 20 and the drain pipe 21 are fixed by fastening bolts B and nuts N via connecting flanges.

漏水収容部31Bは、排水側伸縮継手19からの漏水を収容可能なように設けられる。漏水収容部31Bとして使用される材料は図3に示す漏水収容部31と同等でよい。   The water leakage accommodating portion 31B is provided so as to accommodate the water leakage from the drain side expansion joint 19. The material used as the water leak accommodating portion 31B may be the same as the water leak accommodating portion 31 shown in FIG.

ここでは、漏水収容部31Bは、排水側伸縮継手19、排水出口弁20(弁体201及び弁駆動モータ202を含む)、及びタービン建屋内の排水配管21の側面を囲うように配置される。漏水収容部31Bの下部側と基礎(コンクリート基礎)とが密閉するように、漏水収容部31Bの下部側が基礎に固定される。漏水収容部31Bは、接続フランジを介してアンカーボルトCが基礎に締結されることで下部側が固定される。なお、アンカーボルトCが基礎に締結されることで漏水収容部31Bの下部側が固定される場合を示すが、その場合に限定されるものではない。   Here, the water leakage accommodating portion 31B is disposed so as to surround the side surface of the drainage side expansion joint 19, the drainage outlet valve 20 (including the valve body 201 and the valve drive motor 202), and the drainage pipe 21 in the turbine building. The lower side of the water leakage storage part 31B is fixed to the foundation so that the lower side of the water leakage storage part 31B and the foundation (concrete foundation) are sealed. The lower part of the water leakage accommodating portion 31B is fixed by fastening the anchor bolt C to the foundation via the connection flange. In addition, although the case where the anchor bolt C is fastened to the foundation and the lower part side of the water leakage accommodating part 31B is fixed is shown, it is not limited to that case.

接続配管182に固定された支持体183と、漏水収容部31Bの上面312とは固定される。又は、図7に示すように、接続配管182に固定された支持体183と、漏水収容部31Bの上面312とは非固定とされ、支持体183と上面312とが摺動可能な状態で支持体183は上面312を支持する。   The support body 183 fixed to the connection pipe 182 and the upper surface 312 of the water leakage storage portion 31B are fixed. Alternatively, as shown in FIG. 7, the support body 183 fixed to the connection pipe 182 and the upper surface 312 of the water leakage accommodating portion 31B are not fixed, and the support body 183 and the upper surface 312 are supported in a slidable state. The body 183 supports the upper surface 312.

後者の場合、地震等の影響によって接続配管182と漏水収容部31Bとが異なる振動を起こしても、支持体183と上面312とが摺動することで、接続配管182及び漏水収容部31Bの相対変位のずれを吸収できるという効果を奏する。なお、漏水収容部31Bの軸方向に直交する面の形状は、図4に示す漏水収容部31と同様に円形であっても、図5に示す漏水収容部31と同様に正方形であっても、その他の形状であってもよい。   In the latter case, even if the connection pipe 182 and the water leakage accommodating part 31B undergo different vibrations due to the influence of an earthquake or the like, the support 183 and the upper surface 312 slide, so that the connection pipe 182 and the water leakage accommodating part 31B are relatively There is an effect that the displacement can be absorbed. In addition, even if the shape of the surface orthogonal to the axial direction of the water leak accommodation part 31B is circular similarly to the water leak accommodation part 31 shown in FIG. 4, it may be square like the water leak accommodation part 31 shown in FIG. Other shapes may also be used.

続いて、第3実施形態に係る循環水系統1Bの作用について図1及び図7を用いて説明する。   Then, the effect | action of the circulating water system | strain 1B which concerns on 3rd Embodiment is demonstrated using FIG.1 and FIG.7.

循環水系統1Bにおいて外洋Sから海水が復水器18に給水され復水器18から排水されている正常の循環状態で、相対的に強度の弱い排水側伸縮継手19(又は取水側伸縮継手17)が地震による変形を受けて損傷したとする。その場合、排水側伸縮継手19の損傷を検知してから循環水系統1Bと水源とが縁切りされるまでの間における排水側伸縮継手19の損傷部分からの漏水を漏水収容部31Bに収容することができる。加えて、外力により図7に示す支持体183と上面312とが摺動することにより、地震等の影響による漏水収容部31Bの変形破損を防止することもできる。   In a normal circulation state where seawater is supplied from the open ocean S to the condenser 18 and drained from the condenser 18 in the circulating water system 1B, the drain side expansion joint 19 (or the intake side expansion joint 17 is relatively weak). ) Is damaged due to deformation caused by an earthquake. In that case, the leakage from the damaged portion of the drainage side expansion joint 19 between the detection of damage to the drainage side expansion joint 19 and the circulation of the circulating water system 1B and the water source is accommodated in the leakage accommodation part 31B. Can do. In addition, the support member 183 and the upper surface 312 shown in FIG. 7 slide by an external force, so that it is possible to prevent deformation and breakage of the water leakage accommodating portion 31B due to the influence of an earthquake or the like.

第3実施形態に係る循環水系統1Bによると、地震等の影響により排水側伸縮継手19(又は取水側伸縮継手17)が損傷しても、循環水系統1Bと水源とが縁切りされるまでの間、漏水収容部31Bが排水側伸縮継手19からの漏水を収容することで、タービン建屋15内への漏水を防止することができる。   According to the circulating water system 1B according to the third embodiment, even if the drainage side expansion joint 19 (or the intake side expansion joint 17) is damaged due to an earthquake or the like, the circulating water system 1B and the water source are cut off. In the meantime, since the water leakage accommodating part 31B accommodates the water leakage from the drain side expansion joint 19, the water leakage into the turbine building 15 can be prevented.

(第4実施形態)
第4実施形態に係る循環水系統の概略は、図1に示す循環水系統1と同様であるので説明を省略する。
(Fourth embodiment)
Since the outline of the circulating water system which concerns on 4th Embodiment is the same as that of the circulating water system 1 shown in FIG. 1, description is abbreviate | omitted.

図8は、第4実施形態に係る循環水系統の詳細構造を示す図である。図8は、漏水収容部の構造を含む側方断面図である。   FIG. 8 is a diagram showing a detailed structure of a circulating water system according to the fourth embodiment. FIG. 8 is a side cross-sectional view including the structure of the water leakage accommodating portion.

図8は、第4実施形態に係る循環水系統1Cを示す。図7に示す循環水系統1Cは、復水器(接続配管182及び支持体183)、排水側伸縮継手19、排水出口弁20、排水配管21、漏水収容部31C、及び媒介配管32を備える。なお、図8において、図3に示す循環水系統1の部材と同一部材には同一符号を付して説明を省略する。   FIG. 8 shows a circulating water system 1C according to the fourth embodiment. A circulating water system 1C shown in FIG. 7 includes a condenser (connection pipe 182 and support 183), a drain side expansion joint 19, a drain outlet valve 20, a drain pipe 21, a water leakage accommodating portion 31C, and a medium pipe 32. In FIG. 8, the same members as those of the circulating water system 1 shown in FIG.

循環水系統1Cは、地震によって変形を受けた排水側伸縮継手19が弁体201の閉止動作を阻害しないように、排水側伸縮継手19と弁体201との間を媒介するように媒介配管32を備える。このように、循環水系統1Cでは、排水側伸縮継手19と弁体201との間に一定の距離が創られる。   The circulating water system 1 </ b> C has an intermediate pipe 32 that mediates between the drain side expansion joint 19 and the valve body 201 so that the drain side expansion joint 19 that has been deformed by an earthquake does not hinder the closing operation of the valve body 201. Is provided. Thus, in the circulating water system 1C, a certain distance is created between the drain-side expansion joint 19 and the valve body 201.

接続配管182及び排水側伸縮継手19は、接続フランジを介してボルトB及びナットNが締結されることで固定される。媒介配管32は、排水側伸縮継手19及び排水出口弁20の間に配置される。排水側伸縮継手19及び媒介配管32は、接続フランジを介してボルトB及びナットNが締結されることで固定される。媒介配管32及び排水出口弁20は、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水出口弁20及び排水配管21は、接続フランジを介してボルトB及びナットNが締結されることで固定される。   The connection pipe 182 and the drain side expansion joint 19 are fixed by fastening the bolt B and the nut N via the connection flange. The intermediate pipe 32 is disposed between the drain side expansion joint 19 and the drain outlet valve 20. The drain-side expansion joint 19 and the intermediate pipe 32 are fixed by fastening bolts B and nuts N via connection flanges. The intermediate pipe 32 and the drain outlet valve 20 are fixed by fastening bolts B and nuts N via connection flanges. The drain outlet valve 20 and the drain pipe 21 are fixed by fastening bolts B and nuts N via connecting flanges.

漏水収容部31Cは、排水側伸縮継手19からの漏水を収容可能なように設けられる。漏水収容部31Cとして使用される材料は図3に示す漏水収容部31と同等でよい。   31 C of water leak accommodating parts are provided so that the water leak from the drain side expansion joint 19 can be accommodated. The material used as the water leakage accommodating part 31C may be equivalent to the water leakage accommodating part 31 shown in FIG.

ここでは、漏水収容部31Cは、排水側伸縮継手19、媒介配管32、排水出口弁20(弁体201及び弁駆動モータ202を含む)、及びタービン建屋内の排水配管21の側面を囲うように配置される。漏水収容部31Cの下部側と基礎とが密閉するように、漏水収容部31Cの下部側が基礎に固定される。漏水収容部31Cは、接続フランジを介してアンカーボルトCが基礎に締結されることで下部側が固定される。なお、アンカーボルトCが基礎に締結されることで漏水収容部31Cの下部側が固定される場合を示すが、その場合に限定されるものではない。   Here, the water leakage accommodating portion 31C surrounds the side surface of the drainage side expansion joint 19, the intermediate pipe 32, the drainage outlet valve 20 (including the valve body 201 and the valve drive motor 202), and the drainage pipe 21 in the turbine building. Be placed. The lower side of the water leakage accommodating part 31C is fixed to the foundation so that the lower side of the water leakage accommodating part 31C and the foundation are sealed. The lower part of the water leakage accommodating portion 31C is fixed by fastening the anchor bolt C to the foundation via the connection flange. In addition, although the case where the anchor bolt C is fastened to the foundation and the lower part side of the water leakage accommodating part 31C is fixed is shown, it is not limited to that case.

接続配管182に固定された支持体183と、漏水収容部31Cの上面312とは固定される。又は、図8に示すように、接続配管182に固定された支持体183と、漏水収容部31Cの上面312とは非固定とされ、支持体183と上面312とが摺動可能な状態で支持体183は上面312を支持する。   The support body 183 fixed to the connection pipe 182 and the upper surface 312 of the water leakage accommodating portion 31C are fixed. Alternatively, as shown in FIG. 8, the support body 183 fixed to the connection pipe 182 and the upper surface 312 of the water leakage accommodating portion 31C are not fixed, and the support body 183 and the upper surface 312 are supported in a slidable state. The body 183 supports the upper surface 312.

後者の場合、地震等の影響によって接続配管182と漏水収容部31Cとが異なる振動を起こしても、支持体183と上面312とが摺動することで、接続配管182及び漏水収容部31Cの相対変位のずれを吸収できるという効果を奏する。なお、漏水収容部31Cの軸方向に直交する面の形状は、図4に示す漏水収容部31と同様に円形であっても、図5に示す漏水収容部31と同様に正方形であっても、その他の形状であってもよい。   In the latter case, even if the connection pipe 182 and the water leakage accommodating portion 31C undergo different vibrations due to the influence of an earthquake or the like, the support 183 and the upper surface 312 slide, so that the connection pipe 182 and the water leakage accommodating portion 31C are relatively There is an effect that the displacement can be absorbed. In addition, even if the shape of the surface orthogonal to the axial direction of 31 C of water leak accommodating parts is circular similarly to the water leak accommodating part 31 shown in FIG. 4, it may be square like the water leak accommodating part 31 shown in FIG. Other shapes may also be used.

続いて、第4実施形態に係る循環水系統1Cの作用について図1及び図8を用いて説明する。   Then, the effect | action of 1 C of circulating water systems which concern on 4th Embodiment is demonstrated using FIG.1 and FIG.8.

循環水系統1Cにおいて外洋Sから海水が復水器18に給水され復水器18から排水されている状態で、相対的に強度の弱い排水側伸縮継手19(又は取水側伸縮継手17)が地震による変形を受けて損傷したとする。その場合、排水側伸縮継手19の損傷を検知してから循環水系統1Cと水源とが縁切りされるまでの間における排水側伸縮継手19の損傷部分からの漏水を漏水収容部31Cに収容することができる。加えて、外力により図8に示す支持体183と上面312とが摺動することにより、地震等の影響による漏水収容部31Cの変形破損を防止することもできる。   In the circulating water system 1C, seawater is supplied from the open ocean S to the condenser 18 and drained from the condenser 18, and the drain-side expansion joint 19 (or the intake-side expansion joint 17) having a relatively weak strength causes an earthquake. Suppose that it has been damaged due to deformation. In that case, the leakage from the damaged portion of the drain side expansion joint 19 between the detection of damage to the drain side expansion joint 19 and the circulatory water system 1C and the water source being cut off is accommodated in the leak accommodation part 31C. Can do. In addition, the support body 183 and the upper surface 312 shown in FIG. 8 are slid by an external force, so that it is possible to prevent deformation and breakage of the water leakage storage portion 31C due to the influence of an earthquake or the like.

また、媒介配管32が設置されることで、排水出口弁20が切り替えられる際、閉止動作中の弁体201の、地震によって変形を受けた排水側伸縮継手19への接触を回避することができる。   Moreover, when the drainage outlet valve 20 is switched by installing the intermediate pipe 32, it is possible to avoid contact of the valve body 201 during the closing operation with the drainage expansion joint 19 that has been deformed by an earthquake. .

第4実施形態に係る循環水系統1Cによると、地震等の影響により排水側伸縮継手19(又は取水側伸縮継手17)が損傷しても、循環水系統1Cと水源とが縁切りされるまでの間、漏水収容部31Cが排水側伸縮継手19からの漏水を収容することで、タービン建屋15内への漏水を防止することができる。   According to the circulating water system 1C according to the fourth embodiment, even if the drain side expansion joint 19 (or the intake side expansion joint 17) is damaged due to an earthquake or the like, the circulating water system 1C and the water source are cut off. In the meantime, the water leakage accommodating portion 31C accommodates the water leakage from the drainage expansion joint 19 so that the water leakage into the turbine building 15 can be prevented.

また、第4実施形態に係る循環水系統1Cによると、排水側伸縮継手19(又は取水側伸縮継手17)が変形しても弁体201の閉止機能を確実に保持できるため、地震等の影響により排水側伸縮継手19が損傷し、サイフォンブレーク23が不作動の状態でも、循環水系統1Cと水源とを確実に縁切りすることができる。   In addition, according to the circulating water system 1C according to the fourth embodiment, even if the drain side expansion joint 19 (or the water intake side expansion joint 17) is deformed, the closing function of the valve body 201 can be reliably maintained, and therefore the influence of an earthquake or the like. Thus, even if the drainage expansion joint 19 is damaged and the siphon break 23 is inoperative, the circulating water system 1C and the water source can be surely cut off.

(第5実施形態)
第5実施形態に係る循環水系統の概略は、図1に示す循環水系統1と同様であるので説明を省略する。第5実施形態に係る循環水系統は、図2〜図5に示す循環水系統1に、図8に示す循環水系統1Cの媒介配管32を適用したものである。
(Fifth embodiment)
Since the outline of the circulating water system which concerns on 5th Embodiment is the same as that of the circulating water system 1 shown in FIG. 1, description is abbreviate | omitted. The circulating water system which concerns on 5th Embodiment applies the intermediate | middle piping 32 of the circulating water system 1C shown in FIG. 8 to the circulating water system 1 shown in FIGS.

図9は、第5実施形態に係る循環水系統の詳細構造を示す図である。図9は、漏水収容部の構造を含む側方断面図である。   FIG. 9 is a diagram showing a detailed structure of a circulating water system according to the fifth embodiment. FIG. 9 is a side cross-sectional view including the structure of the water leakage accommodating portion.

図9は、第5実施形態に係る循環水系統1Dを示す。図9に示す循環水系統1Dは、復水器(接続配管182及び支持体183)、排水側伸縮継手19、排水出口弁20、排水配管21、漏水収容部31、及び媒介配管32を備える。なお、図9において、図3に示す循環水系統1の部材と同一部材には同一符号を付して説明を省略する。   FIG. 9 shows a circulating water system 1D according to the fifth embodiment. The circulating water system 1D shown in FIG. 9 includes a condenser (connection pipe 182 and support 183), a drain-side expansion joint 19, a drain outlet valve 20, a drain pipe 21, a water leakage accommodating portion 31, and a medium pipe 32. In FIG. 9, the same members as those of the circulating water system 1 shown in FIG.

循環水系統1Dは、地震によって変形を受けた排水側伸縮継手19が弁体201の閉止動作を阻害しないように、排水側伸縮継手19と弁体201との間を媒介するように媒介配管32を備える。このように、循環水系統1Dでは、排水側伸縮継手19と弁体201との間に一定の距離が創られる。   In the circulating water system 1D, the intermediate pipe 32 is interposed so as to mediate between the drain side expansion joint 19 and the valve body 201 so that the drain side expansion joint 19 which has been deformed by the earthquake does not hinder the closing operation of the valve body 201. Is provided. Thus, in the circulating water system 1D, a certain distance is created between the drain side expansion joint 19 and the valve body 201.

続いて、第5実施形態に係る循環水系統1Dの作用について図1及び図9を用いて説明する。   Then, the effect | action of the circulating water system 1D which concerns on 5th Embodiment is demonstrated using FIG.1 and FIG.9.

循環水系統1Dにおいて外洋Sから海水が復水器18に給水され復水器18から排水されている正常の循環状態で、相対的に強度の弱い排水側伸縮継手19(又は取水側伸縮継手17)が地震による変形を受けて損傷したとする。その場合、排水側伸縮継手19の損傷を検知してから循環水系統1Dと水源とが縁切りされるまでの間における排水側伸縮継手19の損傷部分からの漏水を漏水収容部31に収容することができる。加えて、外力により図9に示す支持体183と上面312とが摺動することにより、地震等の影響による漏水収容部31の変形破損を防止することもできる。   In a normal circulation state where seawater is supplied from the open ocean S to the condenser 18 and drained from the condenser 18 in the circulating water system 1D, the drainage side expansion joint 19 (or the intake side expansion joint 17 is relatively weak). ) Is damaged due to deformation caused by an earthquake. In that case, leaking water from the damaged portion of the drain side expansion joint 19 from when the drain side expansion joint 19 is detected to when the circulating water system 1D and the water source are cut off is accommodated in the leak accommodation part 31. Can do. In addition, the support member 183 and the upper surface 312 shown in FIG. 9 slide by an external force, so that deformation and breakage of the water leakage accommodating portion 31 due to the influence of an earthquake or the like can be prevented.

また、媒介配管32が設置されることで、排水出口弁20が切り替えられる際、閉止動作中の弁体201の、地震によって変形を受けた排水側伸縮継手19への接触を回避することができる。   Moreover, when the drainage outlet valve 20 is switched by installing the intermediate pipe 32, it is possible to avoid contact of the valve body 201 during the closing operation with the drainage expansion joint 19 that has been deformed by an earthquake. .

第5実施形態に係る循環水系統1Dによると、地震等の影響により排水側伸縮継手19(又は取水側伸縮継手17)が損傷しても、循環水系統1Dと水源とが縁切りされるまでの間、漏水収容部31が排水側伸縮継手19からの漏水を収容することで、タービン建屋15内への漏水を防止することができる。   According to the circulating water system 1D according to the fifth embodiment, even if the drain side expansion joint 19 (or the intake side expansion joint 17) is damaged due to the influence of an earthquake or the like, the circulating water system 1D and the water source are cut off. In the meantime, since the water leakage accommodating part 31 accommodates the water leakage from the drain-side expansion joint 19, the water leakage into the turbine building 15 can be prevented.

また、第5実施形態に係る循環水系統1Dによると、排水側伸縮継手19(又は取水側伸縮継手17)が変形しても弁体201の閉止機能を確実に保持できるため、地震等の影響により排水側伸縮継手19が損傷し、サイフォンブレーク23が不作動の状態でも、循環水系統1Dと水源とを確実に縁切りすることができる。   Further, according to the circulating water system 1D according to the fifth embodiment, even if the drain side expansion joint 19 (or the water intake side expansion joint 17) is deformed, the closing function of the valve body 201 can be reliably maintained, and therefore the influence of an earthquake or the like. Thus, even if the drain side expansion joint 19 is damaged and the siphon break 23 is inoperative, the circulating water system 1D and the water source can be surely cut off.

(第6実施形態)
第6実施形態に係る循環水系統の概略は、図1に示す循環水系統1と同様であるので説明を省略する。
(Sixth embodiment)
Since the outline of the circulating water system which concerns on 6th Embodiment is the same as that of the circulating water system 1 shown in FIG. 1, description is abbreviate | omitted.

図10(A),(B)は、第6実施形態に係る循環水系統の水室の構造を示す概略図である。   FIGS. 10A and 10B are schematic views illustrating the structure of the water chamber of the circulating water system according to the sixth embodiment.

図10(A)は、図2〜図3及び図6〜図9に示す循環水系統1〜1Dの水室181を示す。図10(B)は、第6実施形態に係る循環水系統1Eの水室181Eを示す。   FIG. 10 (A) shows the water chamber 181 of the circulating water systems 1-1D shown in FIGS. 2-3 and 6-9. FIG. 10B shows a water chamber 181E of the circulating water system 1E according to the sixth embodiment.

図10(B)に示す水室181Eは、その内部に侵入した漏水収容部31Eによって空洞Uを形成する。漏水収容部31Eによって、図10(B)に示す水室181Eは、図10(A)に示す水室181の容積と比較して狭いものとなる。   The water chamber 181E shown in FIG. 10 (B) forms a cavity U by the water leakage accommodating portion 31E that has entered the interior. Due to the water leakage accommodating portion 31E, the water chamber 181E shown in FIG. 10B becomes narrower than the volume of the water chamber 181 shown in FIG.

図11は、第6実施形態に係る循環水系統の詳細構造を示す図である。図11は、漏水収容部の構造を含む側方断面図である。   FIG. 11 is a diagram illustrating a detailed structure of a circulating water system according to the sixth embodiment. FIG. 11 is a side cross-sectional view including the structure of the water leakage accommodating portion.

図11は、第6実施形態に係る循環水系統1Eを示す。図11に示す循環水系統1Eは、復水器(水室181E)、排水側伸縮継手19、排水出口弁20、排水配管21、漏水収容部31E、及び媒介配管32を備える。なお、図11において、図3に示す循環水系統1の部材と同一部材には同一符号を付して説明を省略する。   FIG. 11 shows a circulating water system 1E according to the sixth embodiment. A circulating water system 1E shown in FIG. 11 includes a condenser (water chamber 181E), a drain side expansion joint 19, a drain outlet valve 20, a drain pipe 21, a water leakage accommodating portion 31E, and an intermediate pipe 32. In FIG. 11, the same members as those of the circulating water system 1 shown in FIG.

循環水系統1Eは、地震によって変形を受けた排水側伸縮継手19が弁体201の閉止動作を阻害しないように、排水側伸縮継手19と弁体201との間を媒介するように媒介配管32を備える。このように、循環水系統1Eでは、排水側伸縮継手19と弁体201との間に一定の距離が創られる。   In the circulating water system 1E, the intermediate pipe 32 is interposed so as to mediate between the drain side expansion joint 19 and the valve body 201 so that the drain side expansion joint 19 which has been deformed by the earthquake does not hinder the closing operation of the valve body 201. Is provided. Thus, in the circulating water system 1E, a certain distance is created between the drain side expansion joint 19 and the valve body 201.

漏水収容部31Eは、排水側伸縮継手19からの漏水を収容可能なように設けられる。漏水収容部31Eとして使用される材料は図3に示す漏水収容部31と同等でよい。漏水収容部31Eは、空洞Uを形成するために、水室181Eと空洞Uとの境界壁313と、下面体314とによって構成される。   The water leakage accommodating part 31E is provided so that the water leakage from the drain side expansion joint 19 can be accommodated. The material used as the water leak accommodating portion 31E may be the same as the water leak accommodating portion 31 shown in FIG. In order to form the cavity U, the water leakage accommodating portion 31E is configured by a boundary wall 313 between the water chamber 181E and the cavity U, and a lower surface body 314.

排水側伸縮継手19は、水室181Eに侵入した漏水収容部31Eによって形成された空洞Uに設けられる。   The drain-side expansion joint 19 is provided in the cavity U formed by the water leakage accommodating portion 31E that has entered the water chamber 181E.

水室181Eと空洞U内の排水側伸縮継手19とは、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水側伸縮継手19及び媒介配管32は、接続フランジを介してボルトB及びナットNが締結されることで固定される。媒介配管32及び排水出口弁20は、接続フランジを介してボルトB及びナットNが締結されることで固定される。排水出口弁20及び排水配管21は、接続フランジを介してボルトB及びナットNが締結されることで固定される。   The water chamber 181E and the drain-side expansion joint 19 in the cavity U are fixed by fastening bolts B and nuts N via connecting flanges. The drain-side expansion joint 19 and the intermediate pipe 32 are fixed by fastening bolts B and nuts N via connection flanges. The intermediate pipe 32 and the drain outlet valve 20 are fixed by fastening bolts B and nuts N via connection flanges. The drain outlet valve 20 and the drain pipe 21 are fixed by fastening bolts B and nuts N via connecting flanges.

また、漏水収容部31Eの下面体314と、水室181Eとが密閉するように漏水収容部31Eの下面体314が水室181Eに固定される。漏水収容部31Eの下面体314と水室181Eとは、ボルトB及びナットNが締結されることで固定される。   Further, the lower surface body 314 of the water leakage accommodating portion 31E is fixed to the water chamber 181E so that the lower surface body 314 of the water leakage accommodating portion 31E and the water chamber 181E are sealed. The lower surface body 314 and the water chamber 181E of the water leakage accommodating portion 31E are fixed by fastening the bolt B and the nut N.

さらに、漏水収容部31Eの下面体314と、排水側伸縮継手19及び媒介配管32の接続フランジとが密閉するように漏水収容部31Eの下面体314が接続フランジに固定される。排水側伸縮継手19と、媒介配管32と、漏水収容部31Eの下面体314とは、接続フランジ及び下面体314を介してボルトB及びナットNが締結されることで固定される。なお、接続フランジを介してボルトB及びナットNが締結されることで漏水収容部31Eの下面体314が固定される場合を示すが、その場合に限定されるものではなく、漏水収容部31Eの下面体314が溶接による接合で媒介配管32や排水配管21に固定されてもよい。   Further, the lower surface body 314 of the water leakage accommodation portion 31E is fixed to the connection flange so that the lower surface body 314 of the water leakage accommodation portion 31E and the connection flange of the drainage expansion joint 19 and the intermediate pipe 32 are sealed. The drain-side expansion joint 19, the intermediate pipe 32, and the lower surface body 314 of the water leakage accommodating portion 31E are fixed by fastening the bolt B and the nut N via the connection flange and the lower surface body 314. In addition, although the case where the lower surface body 314 of the water leakage accommodating part 31E is fixed by fastening the volt | bolt B and the nut N via a connection flange is shown, it is not limited to that case, The water leakage accommodating part 31E The lower surface body 314 may be fixed to the intermediate pipe 32 or the drain pipe 21 by welding.

続いて、第6実施形態に係る循環水系統1Eの作用について図1及び図11を用いて説明する。   Then, the effect | action of the circulating water system 1E which concerns on 6th Embodiment is demonstrated using FIG.1 and FIG.11.

循環水系統1Eにおいて外洋Sから海水が復水器18に給水され復水器18から排水されている正常の循環状態で、相対的に強度の弱い排水側伸縮継手19(又は取水側伸縮継手17)が地震による変形を受けて損傷したとする。その場合、排水側伸縮継手19の損傷を検知してから循環水系統1Eと水源とが縁切りされるまでの間における排水側伸縮継手19の損傷部分からの漏水を漏水収容部31Eに収容することができる。   In a normal circulation state where seawater is supplied from the open ocean S to the condenser 18 and drained from the condenser 18 in the circulating water system 1E, the drain side expansion joint 19 (or the intake side expansion joint 17 is relatively weak). ) Is damaged due to deformation caused by an earthquake. In that case, the leakage from the damaged part of the drain side expansion joint 19 between the detection of damage to the drain side expansion joint 19 and the circulatory water system 1E and the water source being cut off is accommodated in the leak accommodation part 31E. Can do.

また、媒介配管32が設置されることで、排水出口弁20が切り替えられる際、漏水収容部31Eの弁体201への接触を回避することができる。   Moreover, when the drainage outlet valve 20 is switched by installing the intermediate pipe 32, it is possible to avoid contact of the water leakage accommodating portion 31E with the valve body 201.

第6実施形態に係る循環水系統1Eによると、地震等の影響により排水側伸縮継手19(又は取水側伸縮継手17)が損傷しても、循環水系統1Eと水源とが縁切りされるまでの間、漏水収容部31Eが排水側伸縮継手19からの漏水を収容することで、タービン建屋15内への漏水を防止することができる。   According to the circulating water system 1E according to the sixth embodiment, even if the drain side expansion joint 19 (or the water intake side expansion joint 17) is damaged due to an earthquake or the like, the circulating water system 1E and the water source are cut off. In the meantime, since the water leakage accommodating part 31E accommodates the water leakage from the drain side expansion joint 19, the water leakage into the turbine building 15 can be prevented.

また、第6実施形態に係る循環水系統1Eによると、排水側伸縮継手19(又は取水側伸縮継手17)が変形しても弁体201の閉止機能を確実に保持できるため、地震等の影響により排水側伸縮継手19が損傷し、サイフォンブレーク23が不作動の状態でも、循環水系統1Eと水源とを確実に縁切りすることができる。   Moreover, according to the circulating water system 1E which concerns on 6th Embodiment, even if the drain side expansion joint 19 (or intake side expansion joint 17) deform | transforms, since the closing function of the valve body 201 can be hold | maintained reliably, the influence of an earthquake etc. Thus, the drainage expansion joint 19 is damaged, and the circulating water system 1E and the water source can be surely cut even when the siphon break 23 is inoperative.

以上、本発明のいくつかの実施形態を説明したが、これらの実施形態は、例として提示したものであり発明の範囲を限定することは意図していない。これら新規な実施形態は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で種々の省略、置き換え、変更を行なうことができる。これらの実施形態やその変形は、発明の範囲や要旨に含まれるとともに、特許請求の範囲に記載された発明とその均等の範囲に含まれる。   Although several embodiments of the present invention have been described above, these embodiments are presented as examples and are not intended to limit the scope of the invention. These novel embodiments can be implemented in various other forms, and various omissions, replacements, and changes can be made without departing from the scope of the invention. These embodiments and modifications thereof are included in the scope and gist of the invention, and are included in the invention described in the claims and the equivalents thereof.

1〜1E 循環水系統
14 取水配管
16 取水入口弁
17 取水側伸縮継手
18 復水器
19 排水側伸縮継手
20 排水出口弁
21 排水配管
31〜31C,31E 漏水収容部
32 媒介配管
181,181E 水室
1-1E Circulating water system 14 Intake pipe 16 Intake inlet valve 17 Intake side expansion joint 18 Condenser 19 Drain side expansion joint 20 Drain outlet valve 21 Drain pipes 31-31C, 31E

Claims (9)

復水器の水室と、
循環水を輸送する配管と、
前記配管に接続された弁と、
前記弁と前記水室とに接続された伸縮継手と、
前記伸縮継手からの漏水を収容可能なように設けられた漏水収容部と、
を備えた循環水系統。
The water chamber of the condenser,
Piping to transport circulating water;
A valve connected to the pipe;
An expansion joint connected to the valve and the water chamber;
A water leakage container provided to accommodate water leakage from the expansion joint;
Circulating water system with
前記漏水収容部の下部側と、前記弁及び前記伸縮継手の接続部とが密閉するように、前記漏水収容部の下部側が前記接続部に固定された請求項1に記載の循環水系統。   The circulating water system according to claim 1, wherein a lower side of the water leakage accommodating part is fixed to the connection part so that a lower side of the water leakage accommodating part and a connection part of the valve and the expansion joint are sealed. 前記漏水収容部の下部側と基礎とが密閉するように、前記漏水収容部の下部側が前記基礎に固定された請求項1に記載の循環水系統。   The circulating water system according to claim 1, wherein the lower side of the water leakage storage part is fixed to the foundation so that the lower side of the water leakage storage part and the foundation are sealed. 前記水室の接続配管の外周側面に前記漏水収容部の上部側を非固定で支持する支持体をさらに備え、
前記漏水収容部の上部側が前記支持体に支持された請求項1乃至3のうちいずれか一項に記載の循環水系統。
Further comprising a support body that supports the upper side of the water leakage accommodating portion in an unfixed manner on the outer peripheral side surface of the connection pipe of the water chamber,
The circulating water system as described in any one of Claims 1 thru | or 3 with which the upper side of the said water leak accommodating part was supported by the said support body.
前記弁と前記伸縮継手との間を媒介するように、下部側が前記弁に上部側が前記伸縮継手にそれぞれ接続された媒介配管をさらに備え、
前記漏水収容部の下部側と、前記弁及び前記伸縮継手の接続部とが密閉するように、前記漏水収容部の下部側が前記接続部に固定された請求項1に記載の循環水系統。
In order to mediate between the valve and the expansion joint, the lower side further comprises an intermediate pipe connected to the valve and the upper side to the expansion joint, respectively.
The circulating water system according to claim 1, wherein a lower side of the water leakage accommodating part is fixed to the connection part so that a lower side of the water leakage accommodating part and a connection part of the valve and the expansion joint are sealed.
前記弁と前記伸縮継手との間を媒介するように、下部側が前記弁に上部側が前記伸縮継手にそれぞれ接続された媒介配管をさらに備え、
前記漏水収容部の下部側と基礎とが密閉するように、前記漏水収容部の下部側が前記基礎に固定された請求項1に記載の循環水系統。
In order to mediate between the valve and the expansion joint, the lower side further comprises an intermediate pipe connected to the valve and the upper side to the expansion joint, respectively.
The circulating water system according to claim 1, wherein the lower side of the water leakage storage part is fixed to the foundation so that the lower side of the water leakage storage part and the foundation are sealed.
前記弁と前記伸縮継手との間を媒介するように、下部側が前記弁に上部側が前記伸縮継手にそれぞれ接続された媒介配管と、
前記水室の接続配管の外周側面に前記漏水収容部の上部側を非固定で支持する支持体と、をさらに備え、
前記漏水収容部の上部側が前記支持体に支持された請求項1,5,6のうちいずれか一項に記載の循環水系統。
Mediating piping in which the lower side is connected to the valve and the upper side is connected to the expansion joint so as to mediate between the valve and the expansion joint,
A support body that supports the upper side of the water leakage accommodating portion in a non-fixed manner on the outer peripheral side surface of the connection pipe of the water chamber,
The circulating water system according to any one of claims 1, 5, and 6, wherein an upper side of the water leakage accommodating portion is supported by the support body.
前記漏水収容部は、前記漏水収容部の下部側と前記配管とが密閉するように、前記漏水収容部の下部側が前記配管に固定されるとともに、前記漏水収容部の上部側と前記水室の接続配管とが密閉するように、前記漏水収容部の上部側が前記接続配管に固定された弾性材である請求項1に記載の循環水系統。   The water leakage accommodating part is fixed to the pipe so that the lower side of the water leakage accommodating part and the pipe are sealed, and the upper side of the water leakage accommodating part and the water chamber The circulating water system according to claim 1, wherein an upper portion of the water leakage accommodating portion is an elastic material fixed to the connection pipe so that the connection pipe is hermetically sealed. 前記弁と前記伸縮継手との間を媒介するように、下部側が前記弁に上部側が前記伸縮継手にそれぞれ接続された媒介配管をさらに備え、
前記伸縮継手は、前記水室に侵入した前記漏水収容部によって形成された空洞に設けられた請求項1に記載の循環水系統。
In order to mediate between the valve and the expansion joint, the lower side further comprises an intermediate pipe connected to the valve and the upper side to the expansion joint, respectively.
The circulating water system according to claim 1, wherein the expansion joint is provided in a cavity formed by the water leakage accommodating portion that has entered the water chamber.
JP2015197752A 2015-10-05 2015-10-05 Circulating water system Pending JP2017072270A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023246258A1 (en) * 2022-06-23 2023-12-28 西安热工研究院有限公司 Gas detection-based online positioning system and method for leaking pipe of condenser

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023246258A1 (en) * 2022-06-23 2023-12-28 西安热工研究院有限公司 Gas detection-based online positioning system and method for leaking pipe of condenser

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