JPH032433A - Concrete culvert for outflow or inflow of cooling water of condenser - Google Patents
Concrete culvert for outflow or inflow of cooling water of condenserInfo
- Publication number
- JPH032433A JPH032433A JP13659789A JP13659789A JPH032433A JP H032433 A JPH032433 A JP H032433A JP 13659789 A JP13659789 A JP 13659789A JP 13659789 A JP13659789 A JP 13659789A JP H032433 A JPH032433 A JP H032433A
- Authority
- JP
- Japan
- Prior art keywords
- condenser
- cooling water
- culvert
- outflow
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、タービン建屋基礎マットに設置されて復水器
冷却水を対交流にして復水器に流出入させるコンクリー
ト製カルバートに関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a concrete culvert that is installed in a turbine building foundation mat and allows condenser cooling water to flow into and out of the condenser in a countercurrent flow.
[従来の技術]
従来、原子力発電所の復水器を流れる冷却水の水路シス
テムについては、「プラニング、エンジニア“リング、
アンドコンストラクションオブエレ−クトリックパワー
ゼネレーション ファシリティグ」第529頁から第5
30頁及び第690頁から第692頁(PLANNIN
G、 ENGINEERING。[Conventional technology] Conventionally, the conduit system for cooling water flowing through the condenser of a nuclear power plant has been developed through "planning, engineering,"
"Construction of Electric Power Generation Facilitation", pages 529 to 5.
Pages 30 and 690 to 692 (PLANNIN
G. ENGINEERING.
AND C0N5TRUCTION OF ELECT
RICPOυERGHNERATION FACILI
TIES、PP 529−530 。AND C0N5TRUCTION OF ELECT
RICPOυERGHNERATION FACILI
TIES, PP 529-530.
PP690−692)に論じられているように、第6図
に示す如き地中に埋設された鋼鉄製の取水管1および排
水管2を用いて復水器11内に対交流で取排水するため
、取排水管1,2の復水器下の部分3,4を第7図の如
く復水器11下部の建屋基礎マット間下で上下二段にク
ロスさせ、復水器11への立上り管6.7および立下り
管8,9を夫々これに接続した構造になっており、取水
管1から来た冷却水は、一部は実線矢印で示す如く立上
り管6.復水器11.立下り管8および管部4を通って
、また一部は破線矢印で示す如く管部3、立上り管7.
復水器11および立下り管9を通って、放水管2へ流出
するようになっている。As discussed in PP690-692), in order to take in and drain water into the condenser 11 in a counter-current manner using steel intake pipes 1 and drain pipes 2 buried underground as shown in Fig. 6. , the portions 3 and 4 of the intake and drainage pipes 1 and 2 below the condenser are crossed in two stages above and below between the building foundation mats at the bottom of the condenser 11 as shown in Fig. 7, and the riser pipes to the condenser 11 are connected. 6.7 and down pipes 8 and 9 are connected to these, and a part of the cooling water coming from the water intake pipe 1 is connected to the rise pipe 6.7 as shown by the solid arrow. Condenser 11. Through the downpipe 8 and the pipe section 4, and partly as shown by the dashed arrow, the pipe section 3, the riser pipe 7.
The water flows out through the condenser 11 and the down pipe 9 to the water discharge pipe 2.
[発明が解決しようとする課題]
前述の様な、復水器下の基礎マット部に上下二段にクロ
スさせて設置される鋼鉄製配管の布設に当っては、当該
箇所の地盤を鋼鉄製配管が埋設されるスペース分だけ掘
削しなければならず、当該配管布設のための地盤掘削量
が膨大であり、この掘削・埋戻しの土木工程の長期化が
建屋建設工程の短縮化を阻害していた。更に、段違いに
なっている掘削地盤のため配管布設作業の施工性も悪く
、又、タービン建屋マット下が段違いになっている事で
建屋全体の耐震性の面でも悪影響があった。[Problems to be Solved by the Invention] When installing steel piping that is installed in two stages, upper and lower, across the foundation mat under the condenser, as described above, it is necessary to It is necessary to excavate for the space where the pipes will be buried, and the amount of ground excavation required for laying the pipes is enormous, and the long civil engineering process of excavation and backfilling hinders the shortening of the building construction process. was. Furthermore, the excavated ground was uneven, making it difficult to construct pipes, and the unevenness of the bottom of the turbine building mat had a negative impact on the earthquake resistance of the building as a whole.
本発明は、復水器下部のマット内に上下2段に分割した
コンクリート製カルバートを設け、このカルバートを介
して復水器内へ冷却水の対交流を流出入させることによ
り、従来に比べ、冷却水流出入配管布設のための地盤掘
削量を減少せしめ、土木工事の短縮化を図り、更に、マ
ット工事とカルバート工事を並行して進めることにより
タービン建屋工事開始の早期化を図ることを目的とする
。The present invention provides a concrete culvert divided into two stages, upper and lower, in the mat at the bottom of the condenser, and allows the cooling water to flow in and out of the condenser through the culvert. The purpose of this project is to reduce the amount of ground excavation needed to install cooling water inflow and outflow piping, shorten the civil engineering work, and also accelerate the start of turbine building construction by proceeding with mat construction and culvert construction in parallel. do.
更に、本発明は、タービン建屋基礎マット下が平面にな
ることによっての建屋全体の耐震性の向上、及び平らな
地盤による作業施工性の向上を図ることを目的とする。Furthermore, it is an object of the present invention to improve the earthquake resistance of the entire building by making the bottom of the turbine building foundation mat flat, and to improve workability due to the flat ground.
[課題を解決するための手段]
上記目的を達成するために成された本発明の復水器冷却
水流出入用コンクリート製カルバートは特許請求の範囲
の各請求項に記載の構成上の特徴を有する。[Means for Solving the Problems] The concrete culvert for condenser cooling water inflow and outflow of the present invention, which is achieved in order to achieve the above object, has the structural features described in each claim. .
[作 用]
本発明のコンクリート製カルバートの入口部には取水路
から冷却水が流入し、この冷却水は、−部は該入口部→
一つの立上り部→復水器→一つの立下り部→前記上下の
空間の一つ→出口部という経路で、他の一部は該入口部
→前記上下の空間の他の一つ→他の立上り部→復水器→
他の立下り部→出口部という経路で、結局対交流として
流れた後、該カルバートの出口部から排水路へ流出する
。[Function] Cooling water flows into the inlet of the concrete culvert of the present invention from the intake channel, and the − part is the inlet →
The path is one rising part → condenser → one falling part → one of the upper and lower spaces → the outlet part, and the other part is the inlet part → another one of the upper and lower spaces → the other Rising part → condenser →
The water eventually flows as a counter current along the route from the other falling part to the outlet part, and then flows out from the outlet part of the culvert to the drainage channel.
[実 施 例コ
第1図(a)は1本発明の1実施例に係るカルバートを
用いて復水器に冷却水を流出入する設備構成を示す立断
面図、第1図(b)はその冷却水路の平面図である。復
水器11はタービン建屋24の基礎マット25上に設置
されており、基礎マット25内には本発明に基づくコン
クリート製のカルバートCと取水路26及び放水路27
が形成されており、カルバートCは立上り部16.17
、立下り部18.19によって復水器11と連結してい
る。タービン建屋24外の取水路部28および放水路部
29は不図示の鋼管製の取水配管および放水配管がつな
がっている。取水路26、排水路27およびカルバート
Cを含めてタービン建屋の基礎マット25の下面は段違
い個所が然<、平坦になっている。[Embodiment] Fig. 1(a) is an elevational cross-sectional view showing the equipment configuration for flowing cooling water into and out of a condenser using a culvert according to an embodiment of the present invention, and Fig. 1(b) is It is a top view of the cooling waterway. The condenser 11 is installed on a foundation mat 25 of a turbine building 24, and within the foundation mat 25 are a concrete culvert C, an intake channel 26, and a discharge channel 27 based on the present invention.
is formed, and the culvert C has a rising part 16.17
, are connected to the condenser 11 by falling portions 18,19. The intake channel section 28 and the discharge channel section 29 outside the turbine building 24 are connected to a water intake pipe and a water discharge pipe (not shown) made of steel pipes. The lower surface of the foundation mat 25 of the turbine building, including the intake channel 26, drainage channel 27, and culvert C, is flat with no uneven parts.
カルバートCは、取水126と連通している入口部30
および排水路27と連通している出口部31を有し、そ
の構造は後に詳述する。取入路26に流入した冷却水は
、一部はカルバート入口部30.立上り部16、復水器
11、立下り部18、カルバート出口部31の順に流れ
、他の一部はカルバート入口部30、立上り部17.復
水器1・1.立下り部19、カルバート出口部31の順
に流れ、その後、排水路27を経て流出する。The culvert C has an inlet portion 30 that communicates with the water intake 126.
and an outlet section 31 communicating with the drainage channel 27, the structure of which will be described in detail later. A portion of the cooling water that has flowed into the intake passage 26 flows into the culvert inlet 30. The flow flows in the order of the rising part 16, the condenser 11, the falling part 18, and the culvert outlet part 31, and the other part flows through the culvert inlet part 30, the rising part 17. Condenser 1.1. The water flows through the falling portion 19 and the culvert outlet portion 31 in this order, and then flows out through the drainage channel 27.
上記のコンクリ−1へ製カルバートCは、第2図に斜視
図として示す如く箱形であり、一端面には入口部30お
よび出口部31を有し、土壁には互に対角位置に前記立
上り部16.17が、および互に対角位置に前記立下り
部18.19が連結されている。このカルバートCは実
際には基礎マット25と一体に鉄筋コンクリート造とし
て形成される。The above-mentioned concrete culvert C is box-shaped as shown in the perspective view in Fig. 2, and has an inlet part 30 and an outlet part 31 on one end surface, and has diagonal positions on the earth wall. The rising parts 16.17 and the falling parts 18.19 are connected diagonally to each other. This culvert C is actually formed integrally with the foundation mat 25 as a reinforced concrete structure.
第3図はカルバートCの構造を明示するために、その上
壁および一側壁を仮想的に分離して図示した斜視図であ
る。カルバート内部は水平区画壁32で上空間36と上
空間37とに区画されている。入口部30は垂直区画壁
33により上空間36に、また出口部31は垂直区画壁
34により上空間37に連通せめられている。垂直区画
壁35で画成された空間38は上空間37と連通し、ま
た、その隣の空間39は上空間36の一部を成している
。立上り部16.17および立下り部18.19は、夫
々、入口部30、空間38、空間39、出口部31に通
じている。この様な構造の故に、入口部30から入った
冷却水は、一部は立上り部16、復水器11.立下り部
18.空間38、上空間37を経て出口部31から流出
し、他の一部は上空間36、空間37.立上り部17、
復水器11.立下り部19を経て出口部31から流出す
る。FIG. 3 is a perspective view in which the top wall and one side wall of the culvert C are virtually separated to clearly illustrate the structure of the culvert C. The interior of the culvert is divided into an upper space 36 and an upper space 37 by a horizontal partition wall 32. The inlet portion 30 is communicated with an upper space 36 by a vertical partition wall 33, and the outlet portion 31 is communicated with an upper space 37 by a vertical partition wall 34. A space 38 defined by the vertical partition wall 35 communicates with the upper space 37, and an adjacent space 39 forms a part of the upper space 36. The rising part 16.17 and the falling part 18.19 lead to the inlet part 30, the space 38, the space 39 and the outlet part 31, respectively. Because of this structure, some of the cooling water that enters from the inlet section 30 flows into the rising section 16, the condenser 11. Falling portion 18. It flows out from the outlet part 31 through the space 38 and the upper space 37, and the other part flows out from the upper space 36, the upper space 37, and so on. rising part 17,
Condenser 11. It flows out from the outlet portion 31 via the falling portion 19 .
第4図はコンクリート製カルバートCの他の実施例の構
造を示すもので、第3図と同様その上壁および一側壁を
仮想的に分離したものとして図示しである。但し本図で
は、それらの仮想的に分離した土壁および側壁は第3図
と同じであるから、その図示は省略する。本実施例では
、水平面に対して傾斜した区画壁32.および入口部3
0と出口部31との間の仕切壁から斜めに一隅に向かっ
て延びる垂直区画壁34が設けられ、これら区画壁32
と34は互にその交叉線にて終っている。FIG. 4 shows the structure of another embodiment of the concrete culvert C, and similarly to FIG. 3, the top wall and one side wall are shown virtually separated. However, in this figure, since those virtually separated earth walls and side walls are the same as in FIG. 3, their illustration is omitted. In this embodiment, the partition wall 32. which is inclined with respect to the horizontal plane. and entrance part 3
A vertical partition wall 34 is provided that extends obliquely toward one corner from the partition wall between the partition wall 0 and the exit portion 31, and these partition walls 32
and 34 each end at their intersection.
区画壁32の上の空間36は入口部30と連通し、区画
壁32の下の空間37は出口部31と連通し。A space 36 above the partition wall 32 communicates with the inlet section 30, and a space 37 below the partition wall 32 communicates with the outlet section 31.
垂直区画壁35で画成された空間38は上空間37と連
通し、その隣の空間39は上空間36の一部をなしてい
る。立上り部16.17.立下り部18.19は、夫々
、入口部30.空間38、空間39、出口部31に通じ
ている。本実施例でも、第3図の実施例と同様の冷却水
の流れ経路が得られる。本実施例は、第3図に示した実
施例の如きカルバートの出入口付近の直角仕切壁33゜
34が無いので冷却水の流出入抵抗を減らすことができ
る。A space 38 defined by the vertical partition wall 35 communicates with the upper space 37, and an adjacent space 39 forms a part of the upper space 36. Rising part 16.17. The falling portions 18 and 19 are connected to the inlet portions 30 and 30, respectively. It communicates with the space 38, the space 39, and the exit section 31. In this embodiment as well, the same cooling water flow path as in the embodiment shown in FIG. 3 can be obtained. This embodiment does not have the right-angled partition walls 33 and 34 near the entrance and exit of the culvert as in the embodiment shown in FIG. 3, so that the resistance to inflow and outflow of cooling water can be reduced.
次に以上のコンクリート製カルバートを持つ設備構築の
施工手順を第1図を参照して説明する。Next, the construction procedure for constructing the above-mentioned concrete culvert will be explained with reference to Fig. 1.
タービン建屋24を設置するため、マット25の下端レ
ベルまで地盤掘削を行う。次にマット25の鉄筋工事と
、カルバートCおよび仮数水路26.27の鉄筋工事を
行う。鉄筋工事完了後、コンクリートを打設し、マット
部とカルバート部および仮数水路を一体に形成する。そ
の後、建屋工事を開始し、復水器11を搬入し、立上り
管16.17および立下り管18.19によってカルバ
ートCと復水器11を連結する。In order to install the turbine building 24, the ground is excavated to the level of the lower end of the mat 25. Next, reinforcing work for mat 25 and reinforcing work for culvert C and mantissa waterways 26 and 27 is performed. After the reinforcing work is completed, concrete will be poured to form the mat section, culvert section, and mantissa channel into one piece. After that, building construction is started, the condenser 11 is brought in, and the culvert C and the condenser 11 are connected through the riser pipe 16.17 and the fall pipe 18.19.
[発明の効果コ
復水器の下に本発明のカルバートを設けることにより、
復水器内へ□冷却水を対交流にて流出入させることがで
きると共に、タービン建屋の基礎マット厚を均一にする
ことができ、従来技術に比べて、所要の地盤掘削量が減
少し、土木工事が短縮され、更にマット工事とカルバー
ト工事を並行して進めることができるのでマット工事の
早期化、タービン建屋工事開始の早期化が図れ、建設工
事の短縮が可能となる。更に、熱伝導率の低いコンクリ
ートを用いることにより取水路、放水路を一体化するこ
とができ設置エリアを縮小できる。更に、マット下面が
平面になることにより建屋全体の耐震性の向上、施工性
の向上が図られる。[Effects of the invention] By providing the culvert of the present invention under the condenser,
Cooling water can flow in and out of the condenser in a countercurrent flow, and the thickness of the foundation mat of the turbine building can be made uniform. Compared to conventional technology, the required amount of ground excavation is reduced. Civil engineering work is shortened, and since mat work and culvert work can be carried out in parallel, mat work can be completed earlier, turbine building work can be started earlier, and construction work can be shortened. Furthermore, by using concrete with low thermal conductivity, the intake channel and discharge channel can be integrated and the installation area can be reduced. Furthermore, by making the bottom surface of the mat flat, the earthquake resistance of the entire building will be improved and construction workability will be improved.
第1図(a)は本発明の一実施例によるコンクリート製
カルバ−下を用いて復水器に冷却水を流す設備を示す立
断面図、第1図(b5はその冷却水通路の平面図、第2
図は本発明のコンクリート製カルバートの斜視図、第3
図は第2図のカルバートを仮想的に分解してその構造を
示した斜視図、第4図は本発明のコンクリート製カルバ
ートの他の実施例を仮想的に分解して示した斜視図、第
5図は従来の復水器冷却水流出入設備を示す置所面図、
第6図は第5図における対交流式の冷却水配管の配置平
面図である。
1・・・取水管 2・・・排水管6.7・・
・立上り部 8,9・・・立下り部11・・・復水
器 16.17・・・立上り部18.19・・
・立下り部 24・・・タービン建屋25・・・マット
26・・・取水路27・・・排水路
30・・・カルバート人口31・・・カルバート出口
32.33,34,35・・・区画壁
36.37,38.39・・・空間
C・・・カルバート
第
図
第
図
第
図
第
図FIG. 1(a) is an elevational cross-sectional view showing a facility for flowing cooling water to a condenser using a concrete culver bottom according to an embodiment of the present invention, and FIG. 1(b5 is a plan view of the cooling water passage) , second
The figure is a perspective view of the concrete culvert of the present invention.
The figures are a perspective view showing the structure of the culvert shown in Fig. 2 after being virtually exploded; Fig. 4 is a perspective view showing the structure of the culvert shown in Fig. Figure 5 is a location diagram showing the conventional condenser cooling water inflow and outflow equipment;
FIG. 6 is a plan view of the arrangement of the cooling water piping of the anti-current type in FIG. 5. 1... Water intake pipe 2... Drain pipe 6.7...
・Rising part 8, 9... Falling part 11... Condenser 16.17... Rising part 18.19...
- Falling part 24... Turbine building 25... Mat 26... Intake channel 27... Drainage channel
30...Culvert population 31...Culvert exit 32.33, 34, 35...Division wall 36.37, 38.39...Space C...Culvert diagram diagram diagram diagram diagram
Claims (1)
流出入させるための箱形のコンクリート製カルバートで
あって、正面側には冷却水の入口部および出口部を有し
、上面側には復水器へ冷却水を流出させるための一対の
立上り部を互に対角位置関係に、且つ、復水器から冷却
水を流入せしめるための一対の立下り部を互に対角位置
関係に設け、内部には上記入口部と上記一対の立上り部
とを連通させる空間および上記出口部と上記立下り部と
を連通させる空間が区画壁によって互に上下関係に形成
されていることを特徴とする復水器冷却水流出入用コン
クリート製カルバート。 2 前記の区画壁が水平である請求項1記載の復水器冷
却水流出入用コンクリート製カルバート。 3 前記の区画壁が前記入口部から奥側へ斜めになって
いる請求項1記載の復水器冷却水流出入用コンクリート
製カルバート。 4 前記入口部および出口部に夫々結合されるコンクリ
ート製の取水路および排水路と共に下面が平坦であるよ
うに基礎マット中に一体に形成されたことを特徴とする
請求項1、2又は3記載の復水器冷却水流出入用コンク
リート製カルバート。[Claims] 1. A box-shaped concrete culvert that is installed at the bottom of the condenser and allows cooling water to flow in and out of the condenser, and has a cooling water inlet and a cooling water inlet on the front side. It has an outlet part, and has a pair of rising parts diagonally positioned on the upper surface side for allowing cooling water to flow out to the condenser, and a pair of rising parts for allowing cooling water to flow in from the condenser. The descending portions are provided in a diagonal relationship with each other, and inside, a space where the inlet portion and the pair of rising portions communicate with each other, and a space where the outlet portion and the falling portions communicate with each other are separated vertically by partition walls. A concrete culvert for condenser cooling water inflow and outflow characterized by being formed in a relationship. 2. The concrete culvert for condenser cooling water inflow and outflow according to claim 1, wherein the partition wall is horizontal. 3. The concrete culvert for inflow and outflow of condenser cooling water according to claim 1, wherein the partition wall is slanted toward the back from the inlet. 4. According to claim 1, 2 or 3, the concrete intake channel and drainage channel are integrally formed in the foundation mat so that the lower surface thereof is flat, and the concrete intake channel and drainage channel are respectively connected to the inlet section and the outlet section. Concrete culvert for condenser cooling water inflow and outflow.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1136597A JPH0637788B2 (en) | 1989-05-30 | 1989-05-30 | Concrete culvert for condenser cooling water inflow and outflow |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1136597A JPH0637788B2 (en) | 1989-05-30 | 1989-05-30 | Concrete culvert for condenser cooling water inflow and outflow |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH032433A true JPH032433A (en) | 1991-01-08 |
| JPH0637788B2 JPH0637788B2 (en) | 1994-05-18 |
Family
ID=15179021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1136597A Expired - Lifetime JPH0637788B2 (en) | 1989-05-30 | 1989-05-30 | Concrete culvert for condenser cooling water inflow and outflow |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0637788B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178416A (en) * | 2015-08-16 | 2015-12-23 | 腾达建设集团股份有限公司 | Box culvert underwater access construction method |
-
1989
- 1989-05-30 JP JP1136597A patent/JPH0637788B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178416A (en) * | 2015-08-16 | 2015-12-23 | 腾达建设集团股份有限公司 | Box culvert underwater access construction method |
| CN105178416B (en) * | 2015-08-16 | 2017-03-29 | 腾达建设集团股份有限公司 | Box culvert accesses construction method under water |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0637788B2 (en) | 1994-05-18 |
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