JPS62233790A - Nuclear-reactor pressure vessel pedestal - Google Patents
Nuclear-reactor pressure vessel pedestalInfo
- Publication number
- JPS62233790A JPS62233790A JP61076575A JP7657586A JPS62233790A JP S62233790 A JPS62233790 A JP S62233790A JP 61076575 A JP61076575 A JP 61076575A JP 7657586 A JP7657586 A JP 7657586A JP S62233790 A JPS62233790 A JP S62233790A
- Authority
- JP
- Japan
- Prior art keywords
- pressure vessel
- reactor pressure
- pedestal
- vessel pedestal
- reactor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title claims description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000005304 joining Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000009835 boiling Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
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、原子炉圧力容器ペデスタルに係わり。[Detailed description of the invention] [Industrial application field] The present invention relates to a nuclear reactor pressure vessel pedestal.
特に、製作・据付は工程の短縮化および工事の安全性向
上を図った原子炉圧力容器ペデスタルに関する。In particular, it concerns the reactor pressure vessel pedestal, which aims to shorten the manufacturing and installation process and improve construction safety.
従来の装置は特公昭56−51598号公報に示すよう
に鉄骨構造となっているが、部材の接合方法並びに耐震
設計上の配慮がされていなかった。The conventional device has a steel frame structure as shown in Japanese Patent Publication No. 56-51598, but no consideration was given to the method of joining the members and the seismic design.
又、特開昭58−155386号では、部材間はボルト
接合となっているが、耐震設計ひいては構造強度の向上
については配慮されていなかった。Furthermore, in JP-A No. 58-155386, the members are joined by bolts, but no consideration was given to earthquake-resistant design or improvement in structural strength.
第5図は従来の沸騰水型原子炉を示すもので、図におい
て、符合1は原子炉建屋2内に収容される原子炉格納容
器を示している。この原子炉格納容器1は、ウェットウ
ェル4とドライウェル5に2分割され基礎コンクリート
マツトロには、ドライウェル5内に上部を配設される原
子炉圧力容器ペデスタル7が設置されている。ドライウ
ェル内には、この原子炉圧力容器ペデスタル7上に設置
支持される原子炉圧力容器8が収容され、この原子炉圧
力容器8は、原子炉圧力容器ペデスタル7上に設置され
る原子炉遮蔽壁9に囲まれている。FIG. 5 shows a conventional boiling water nuclear reactor, and in the figure, reference numeral 1 indicates a reactor containment vessel housed within the reactor building 2. In FIG. This reactor containment vessel 1 is divided into two parts, a wet well 4 and a dry well 5, and a reactor pressure vessel pedestal 7 whose upper portion is disposed within the dry well 5 is installed in the basic concrete maturo. A reactor pressure vessel 8 installed and supported on the reactor pressure vessel pedestal 7 is accommodated in the dry well, and this reactor pressure vessel 8 is equipped with a reactor shield installed on the reactor pressure vessel pedestal 7. It is surrounded by wall 9.
このように構成された沸騰水型原子炉において。In a boiling water reactor configured in this way.
原子炉圧力容器ペデスタル7は、原子炉圧力容器8等の
重要な重量物を支えているため、従来は鉄動量の非常に
多い鉄筋コンクリート製とされ、全て現地作業に・より
据え付けられている。Since the reactor pressure vessel pedestal 7 supports important heavy objects such as the reactor pressure vessel 8, it has conventionally been made of reinforced concrete with a very large amount of steel movement, and has been installed entirely by on-site work.
また、原子炉圧力容器ペデスタル7の完成後。Also, after the completion of reactor pressure vessel pedestal 7.
原子炉遮蔽Ji9の据え付け、原子炉圧力容器8の据え
付け、原子炉格納容器1内の構造物、配管等の据え付け
が行われるため、この原子炉圧力容器ペデスタル7の据
え付は工程の短縮は、発電所建設工程を短縮するための
重要なポイントとなっている。そこで、この原子炉圧力
容器ペデスタル7の据え付は工程を短縮化するために、
例えば、原子炉圧力容器ペデスタル7の主体構造を鋼製
とし、従来現地において行われていた鉄筋組立作業をな
くし、かつ鋼製部を工場にて分割制作して、現地におい
てはこれを溶接により組立てることが行われている。Since the installation of the reactor shield Ji9, the installation of the reactor pressure vessel 8, and the installation of structures, piping, etc. inside the reactor containment vessel 1 are performed, installation of the reactor pressure vessel pedestal 7 can shorten the process. This is an important point for shortening the power plant construction process. Therefore, in order to shorten the installation process of this reactor pressure vessel pedestal 7,
For example, the main structure of the reactor pressure vessel pedestal 7 is made of steel, eliminating the reinforcing steel assembly work that was conventionally done on-site, and the steel parts are produced separately at a factory and then assembled on-site by welding. things are being done.
しかしながら、この溶接作業は、主に原子炉圧力容器ペ
デスタル7の構成する閉空調での作業となるため、この
溶接作業にかなりの時間が費され。However, this welding work is mainly performed in the closed air conditioner configured by the reactor pressure vessel pedestal 7, and therefore a considerable amount of time is spent on this welding work.
また作業員の安全管理上望ましくないという問題点を有
している。Additionally, this method has the problem of being undesirable in terms of safety management for workers.
本発明は、かかる従来の事情に対処してなされたもので
、工期の短縮化を図ることができるとともに1作業員の
安全性を高めることのできる原子炉圧力容器ペデスタル
を提供しようとするもので・ある。The present invention has been made in response to such conventional circumstances, and aims to provide a reactor pressure vessel pedestal that can shorten the construction period and increase the safety of one worker. ·be.
上記目的は、下記により達成される。 The above objective is achieved by the following.
(1)免震構造の採用により、水平地震力が低下し補強
が容易となる。それにより、補強板の接合に関し、簡易
なボルト接合とする。従って工期の短縮が可能となる。(1) By adopting a seismic isolation structure, horizontal seismic force is reduced and reinforcement becomes easier. As a result, the reinforcing plates can be joined using simple bolts. Therefore, the construction period can be shortened.
(2)同上、ボルト接合を可能ならしめ、ブロック化も
容易となる為、作業員の安全性も向上する。(2) Same as above, since bolt connection is possible and block formation is easy, worker safety is also improved.
以上のように構成された原子炉圧力容器ペデスタルでは
、地層時、水平荷重は上部及び下部摩擦板により摩擦エ
ネルギーに変換され、ペデスタル本体への地震荷重は低
減する。In the reactor pressure vessel pedestal configured as described above, when the pedestal is in a geological formation, the horizontal load is converted into frictional energy by the upper and lower friction plates, and the seismic load on the pedestal body is reduced.
又、それぞれの円筒鋼板は、各々分割搬入され、接合材
(ボルト接合)により容易に組立てられる為、建設工程
が短縮出来る。In addition, each cylindrical steel plate is brought in separately and easily assembled using joining materials (bolt joints), so the construction process can be shortened.
以下本発明の詳細を図面に示す一実施例について説明す
る。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the present invention will be described below with reference to an embodiment shown in the drawings.
第1図〜第4図は1本発明の一実施例である原子炉圧力
容器ペデスタルを示すもので1図において、符号7は原
子炉圧力容器ペデスタルを示している。この原子炉圧力
容器ペデスタル7は、円筒鋼板から構成されており、基
礎コンクリートマツトロの上に設置され、内壁を構成す
る内筒12と外壁を構成する外筒13から構成されてい
る。内筒12と外筒13との間には、この原子炉圧力容
器ペデスタル7を補強するために、平板からなる補強材
14が設置されている。ドライウェル底部コンクリート
とペデスタルの接点には上部並びに下部摩擦板が設置さ
れている。1 to 4 show a reactor pressure vessel pedestal according to an embodiment of the present invention. In FIG. 1, reference numeral 7 indicates the reactor pressure vessel pedestal. This reactor pressure vessel pedestal 7 is made of a cylindrical steel plate, is installed on a concrete foundation, and is made up of an inner cylinder 12 forming an inner wall and an outer cylinder 13 forming an outer wall. A reinforcing member 14 made of a flat plate is installed between the inner cylinder 12 and the outer cylinder 13 in order to reinforce the reactor pressure vessel pedestal 7. Upper and lower friction plates are installed at the contact point between the drywell bottom concrete and the pedestal.
すなわち、それぞれの円筒鋼板は、原子炉圧力容器ペデ
スタル7を軸にして垂直に切断して得られる円環形状と
され、がっ、上部方向及び半径方向に分割された構造材
から構成されており、第4図に示すように分割し搬入出
来る。That is, each cylindrical steel plate has an annular shape obtained by cutting vertically around the reactor pressure vessel pedestal 7 as an axis, and is composed of structural members divided in the upper direction and the radial direction. , it can be transported in parts as shown in Figure 4.
また、それぞれの構造材は第2図に示すようにして接合
されている。Moreover, each structural member is joined as shown in FIG.
そして、補強板14は同一垂直平面に位置している。第
:3図に示すように、ペデスタルには、補強板14.内
筒鋼板12、外筒鋼板13部に貫通孔が設置され、各々
接合部材(接合ボルト)10により接合される。The reinforcing plates 14 are located on the same vertical plane. As shown in Figure 3, the pedestal has a reinforcing plate 14. Through-holes are provided in the inner cylinder steel plate 12 and the outer cylinder steel plate 13, and each is joined by a joining member (joining bolt) 10.
以上のように構成された原子炉圧力容器ペデスタルでは
、補強板14の接合は内筒12と外筒13で囲まれた密
閉空間で行われることになるが。In the reactor pressure vessel pedestal configured as described above, the reinforcing plate 14 is joined in a closed space surrounded by the inner cylinder 12 and the outer cylinder 13.
この作業は貫通孔にボルト10を挿入して反対側からナ
ツトで締付けるだけで済むため1作業性および安全性が
従来の溶接による接合に比較して大幅に向上する。Since this work only requires inserting the bolt 10 into the through hole and tightening it with a nut from the opposite side, workability and safety are greatly improved compared to conventional joining by welding.
以上述べたように1本発明の原子炉圧力容器ペデスタル
によれば、原子炉圧力容器ペデスタルの建設工期を大幅
に短縮することができるとともに、作業者の安全性を向
上し、かつ、免震構造となることより、構造強度の向上
が可能となる。As described above, according to the reactor pressure vessel pedestal of the present invention, it is possible to significantly shorten the construction period of the reactor pressure vessel pedestal, improve worker safety, and provide a seismic isolation structure. This makes it possible to improve the structural strength.
第1図は本発明の一実施例の原子炉圧力容器ペデスタル
を示す縦断面図、第2図はペデスタルの水平断面図、第
3図は第2図の接合部の詳細を示す断面図、第4図は構
成材の分割を示す斜視図、第5図は従来の沸騰水型原子
炉を示す縦断面図である。
1・・・原子炉格納容器、2・・・原子炉建屋、3・・
・上部摩擦板、4・・・ウェットウェル、5・・・ドラ
イウェル、6・・・コンクリートマット、8・・・原子
炉圧力容器、9・・・原子炉遮蔽壁、10・・・接合ボ
ルト、11・・・下部摩擦板、12・・・内筒鋼板、1
3・・・外筒鋼板。
第 1 口
第2 口
l〃
舅3 口
蔦4目
/l
■5閃FIG. 1 is a vertical sectional view showing a reactor pressure vessel pedestal according to an embodiment of the present invention, FIG. 2 is a horizontal sectional view of the pedestal, FIG. 3 is a sectional view showing details of the joint in FIG. FIG. 4 is a perspective view showing the division of constituent materials, and FIG. 5 is a longitudinal sectional view showing a conventional boiling water reactor. 1... Reactor containment vessel, 2... Reactor building, 3...
・Upper friction plate, 4...Wet well, 5...Dry well, 6...Concrete mat, 8...Reactor pressure vessel, 9...Reactor shielding wall, 10...Joint bolt , 11... Lower friction plate, 12... Inner cylinder steel plate, 1
3... Outer cylinder steel plate. 1st mouth 2nd mouth l〃 father-in-law 3 mouth ivy 4 eyes/l ■5 flashes
Claims (1)
板状の補強板から構成される原子炉圧力容器ペデスタル
において、ドライウェル底部コンクリートとの接合部に
は上部及び下部の摩擦板を有し、前記円筒鋼板は上下方
向及び半径方向に分割された構造材から構成され、それ
らが複数個組合せて一体的に構成されていることを特徴
とする原子炉圧力容器ペデスタル。1. In the reactor pressure vessel pedestal, which is composed of a plurality of concentric cylindrical steel plates and a long reinforcing plate extending between the steel plates, upper and lower friction plates are installed at the joint with the concrete at the bottom of the dry well. A nuclear reactor pressure vessel pedestal, wherein the cylindrical steel plate is composed of structural members divided in the vertical direction and the radial direction, and a plurality of structural members are combined to form an integral structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61076575A JPS62233790A (en) | 1986-04-04 | 1986-04-04 | Nuclear-reactor pressure vessel pedestal |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61076575A JPS62233790A (en) | 1986-04-04 | 1986-04-04 | Nuclear-reactor pressure vessel pedestal |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62233790A true JPS62233790A (en) | 1987-10-14 |
Family
ID=13609050
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61076575A Pending JPS62233790A (en) | 1986-04-04 | 1986-04-04 | Nuclear-reactor pressure vessel pedestal |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62233790A (en) |
-
1986
- 1986-04-04 JP JP61076575A patent/JPS62233790A/en active Pending
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