JPS62165185A - Method of constructing upper structure of container for nuclear reactor - Google Patents
Method of constructing upper structure of container for nuclear reactorInfo
- Publication number
- JPS62165185A JPS62165185A JP61006457A JP645786A JPS62165185A JP S62165185 A JPS62165185 A JP S62165185A JP 61006457 A JP61006457 A JP 61006457A JP 645786 A JP645786 A JP 645786A JP S62165185 A JPS62165185 A JP S62165185A
- Authority
- JP
- Japan
- Prior art keywords
- containment vessel
- concrete
- reactor
- lining
- ceiling
- 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
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
Landscapes
- Pressure Vessels And Lids Thereof (AREA)
- Structure Of Emergency Protection For Nuclear Reactors (AREA)
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〕
本発明は原子力発電所の格納容器建設工法に係り、特に
コンクリート）ｌ格納容器の天井部組立工法を改善して
工期の短縮化および安全性の向上を図った格納容器建設
工法に関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a method for constructing a containment vessel for a nuclear power plant, and in particular improves a method for assembling the ceiling of a concrete containment vessel to shorten the construction period and improve safety. Concerning a containment vessel construction method that aims to improve
原子力発電所としては原子力圧力容器をコンクリート製
の一次格納容器内に収納した構造のものが多用されてい
る。Nuclear power plants often have a structure in which a nuclear pressure vessel is housed within a concrete primary containment vessel.
このコンクリート製−次格納容器の構築は従来から次の
方法により行なわれていた。即ち、ｊＸ６図における実
施例において、先ず名納容器底部１７の配筋及びコンク
リート打設を行なう。その後で格納容器底部１７上に格
納容器円筒部内側ライニング１８の組み立てを行ない、
更に円錐一段部ライニング２０の組み立てを行なう。こ
れらのライニングの組み立てに応じて、その外側に格納
容器コンクリート躯体部１９．２１のコンクリート工事
を行なう。これらの工事と並行して圧力容器ペデスタル
２２の組み立てを行ない、次にこのペデスタル２２と円
錐一段部ライニング２００間にダイヤフラムフロア２３
を搭載固定する。更に円錐二段部ライニング２４を・組
み立て、ドライウエル２６内にパイプホイップストラク
チュア２７゜２８の搬入仮付けを行なってから原子デし
ゃへい壁２９，３０と円錐二段部のコンクリート躯体分
２５のコンクリート工事を行なう。The construction of this concrete secondary containment vessel has conventionally been carried out by the following method. That is, in the embodiment shown in FIG. After that, the containment vessel cylindrical inner lining 18 is assembled on the containment vessel bottom 17,
Furthermore, the conical one-stage lining 20 is assembled. In accordance with the assembly of these linings, concrete work for the containment vessel concrete frame portions 19 and 21 is performed on the outside thereof. In parallel with these works, the pressure vessel pedestal 22 is assembled, and then a diaphragm floor 23 is installed between the pedestal 22 and the conical first-stage lining 200.
Equipped with and fixed. Furthermore, the lining 24 of the two-stage conical part is assembled, and the pipe whip structures 27 and 28 are temporarily installed in the dry well 26, and then the concrete work of the atomic deshielding walls 29, 30 and the concrete frame 25 of the two-stage conical part is started. Do the following.
然る後、格納容器天井部ライニング３１とコンクリート
躯体部３２の据付けを行なう為にパイプホイップストラ
クチュア２７．２８より仮設の支保工を組立て、原子炉
じゃへい壁３０の上端部からも同様に格納容器頂部支持
の為の仮設支保工を組立ててから天井部ライニング３１
の施工を行なう。ライニング溶接、検査完了後、コンク
リート躯体部３２の構築に入シ、コンクリート打設を行
なう。After that, in order to install the containment vessel ceiling lining 31 and the concrete frame 32, temporary shoring was erected from the pipe whip structures 27 and 28, and the containment vessel was similarly installed from the upper end of the reactor shroud wall 30. After assembling temporary shoring to support the top, ceiling lining 31
Construction will be carried out. After the lining welding and inspection are completed, construction of the concrete frame 32 begins and concrete is poured.
所定のコ／りＩＪ −ト譬生期間を経たのち、仮設支保
工の解体搬出を行ない、続Ａてドライウェル内の本格的
配管等の工事を開始する。従来の施工方法は上述の通シ
である。After a predetermined training period, the temporary shoring will be dismantled and carried out, and the full-scale piping work in the dry well will begin. The conventional construction method is the same as described above.
従来の方法ではパイプホイップストラクチュア２７．２
８を据付け、仮設支保工を組み立てたのち、格納容器天
井部ライニング３１を施工する手順のため、格納容器天
井部コンクリート工事開始が遅くなシ、格納容器の工期
が長期に及ぶ。また原子炉じゃへい壁２９．３０の完成
を待たなければ格納容器頂部の支保工も立てられないた
め、原子炉じゃへい壁の完成が格納容器天井部の構築に
対し、クリティカルパスとなシ、シかもドライウェル内
に多数の仮設支保工を立てることから工数も大巾に増加
する。さらて支保工の解体運搬後でないとドライウェル
内工事を本格的に開始することができず、格納容器内工
事のまとまりがきわめて遅くなる上、仮設機組立とそれ
らの解体９％２出のため作業能率の低下や安全面の著し
い低下を半なう。In the conventional method, pipe whip structure 27.2
8 and assemble temporary shoring, and then construct the containment vessel ceiling lining 31, which delays the start of concrete work on the containment vessel ceiling and prolongs the construction period of the containment vessel. In addition, the support for the top of the containment vessel cannot be erected until the reactor wall 29.30 is completed, so the completion of the reactor wall is a critical path for the construction of the containment vessel ceiling. However, since a large number of temporary supports must be erected within the dry well, the number of man-hours will also increase significantly. Furthermore, work inside the dry well could not begin in earnest until after the shoring was dismantled and transported, making the completion of work inside the containment vessel extremely slow, and the temporary equipment assembly and dismantling cost 9%2. This reduces the decrease in work efficiency and the significant decrease in safety by half.
これらの結果、全体の建設工期が著しく長期に及び、安
全性も低下するという不都合があった。As a result, there were disadvantages in that the overall construction period was extremely long and safety was also reduced.
本発明の目的は、原子力発電所における数多くの問題の
うち、最も改善の困難である工程の短縮化シよび、安全
性の向上の中で次の２項目をと９あげた。まず、格納容
器天井部ライニングの構築のための仮設支保工について
設置場所及び構造に十分な配電がされていないため、コ
ンクリートの養生期間、支保工の仮設期間及び、後の解
体期間の影響により全体の建設工期が遅れる問題、さら
に工期の遅れが生み出す作業性及び安全性の低下問題を
解決する事にあった。The purpose of the present invention is to shorten the process and improve safety, which are the most difficult problems to improve among the many problems encountered in nuclear power plants. First, because there is not enough electricity distributed to the installation location and structure of the temporary shoring for constructing the containment vessel ceiling lining, the overall The purpose of this project was to solve the problem of delays in the construction period, as well as the problem of reduced work efficiency and safety caused by delays in the construction period.
Ｃ問題点を解決するための手段〕
上記目的は、原子炉格納容器の上部構造を形成する鉄筋
コンクリート躯体内にビームを通し、このビームを格納
容器天井部ライニングと接続して格納容器天井部ライニ
ングを吊シ上げて保持することにより、コンクリートの
打設を容易に行なうことができる。また、打設後、養生
期間をおいて支保工を取りはずす事はなく、支保工とな
るビームは打設されたコノクリート内部に埋め込まれる
ため、建設工程を大幅に短縮する事ができた。また工程
の短縮に伴い、作業性、安全性の向上を達成する事がで
きた。Means for Solving Problem C] The above purpose is to pass a beam through the reinforced concrete frame that forms the upper structure of the reactor containment vessel, connect this beam to the containment vessel ceiling lining, and connect it to the containment vessel ceiling lining. By lifting and holding it, concrete can be easily placed. In addition, the shoring does not have to be removed after a curing period after it is placed, and the beams that serve as the shoring are embedded inside the conocrete that has been placed, which greatly shortens the construction process. Additionally, by shortening the process, we were able to improve workability and safety.
これまでの格納容器天井部ライニングは、内部より、支
保工を組み、下部よυ支えられていたが、本発明におい
ては、原子炉格納容器上部構造の上部鉄筋３５と、下部
鉄筋３６の間にビーム３９を渡し、このビーム３９′！
ｉ、、格納容器天井部ライニングを接続して格納容器天
井部ライニングを吊り保持する手段となる。この時、上
記の接続法としては、格納容器天井部ライニングを、打
設されたコンクリートに固定させるために設けであるＴ
字鋼３７よシ上部へ突き出ている鉄筋３８があるが、こ
の鉄筋３８を介して、ビーム３９と格納容器天井部ライ
ニング４４を接続する。ここで、ビーム３９の支持法と
して一方は、原子炉じゃへい壁４０により支持された原
子炉格納容器開口部円筒４１に固定され、もう一方は、
既に打設し終った原子炉格納容器４２の躯体に固定され
たビーム４５を介し、固定されることになる。上記の構
造をそなえる事により、内部に仮設工造物を構成するこ
となく、コンクリートの打設を行うことができる。Conventional containment vessel ceiling linings have been supported from the inside by supporting the lower part, but in the present invention, between the upper reinforcing bars 35 and the lower reinforcing bars 36 of the upper structure of the reactor containment vessel. Pass beam 39, this beam 39'!
i. It serves as a means for connecting the containment vessel ceiling lining and suspending the containment vessel ceiling lining. At this time, the above-mentioned connection method is to fix the containment vessel ceiling lining to the poured concrete.
There is a reinforcing bar 38 projecting upward from the steel 37, and the beam 39 is connected to the containment vessel ceiling lining 44 via this reinforcing bar 38. Here, as a method of supporting the beam 39, one side is fixed to the reactor containment vessel opening cylinder 41 supported by the reactor baffle wall 40, and the other side is fixed to the reactor containment vessel opening cylinder 41.
It will be fixed via a beam 45 fixed to the skeleton of the reactor containment vessel 42 which has already been installed. By providing the above structure, concrete can be placed without constructing temporary structures inside.
以下、本発明の一実施例を第１図により説明する。第１
図に示す様に原子炉じゃへい壁４ｏの上部外面と、建設
途中である原子炉格納容器４２の上部内面に取り付けら
れたサポート４３によって支えられている格納容器天井
部ライニング４４は。An embodiment of the present invention will be described below with reference to FIG. 1st
As shown in the figure, the containment vessel ceiling lining 44 is supported by supports 43 attached to the upper outer surface of the reactor barrier wall 4o and the upper inner surface of the reactor containment vessel 42, which is currently under construction.
原子炉じゃへい壁４０に支持されている円筒４１と原子
炉格納容器４２上部外面に取り付けられたサポートビー
ム４５によって固定されているビーム３９によって吊ら
：ｎている。支持法としては、格納容器天井部ライニン
グ４４に取り付けられてちるＴ字画３７を利用し、その
真上に設置された鉄筋３８とビーム３９を接続して、ビ
ームにより格納容器天井部ライニング４４を吊シ固定し
たあと、コンクリート躯体部を工事形成するものである
、尚、本実施例は、第５図の鉄筋コンクリート裂格納容
器について述べているものである。It is suspended by a beam 39 that is fixed by a cylinder 41 supported by a reactor wall 40 and a support beam 45 attached to the outer surface of the upper part of the reactor containment vessel 42. As a support method, the T-shape 37 attached to the containment vessel ceiling lining 44 is used, the reinforcing bars 38 installed directly above it are connected to the beam 39, and the containment vessel ceiling lining 44 is suspended by the beam. After fixing, the concrete frame is constructed.This embodiment describes the reinforced concrete crack containment vessel shown in FIG. 5.
次に本実施例の組み立て方法を説明する。Next, the assembly method of this embodiment will be explained.
原子炉しやへい壁４０および原子炉格納容器４２が、第
１図の状態まで仕上ったあと、パイプホイップストラク
チュア４６の搬入、仮組が完了する。After the reactor shield wall 40 and the reactor containment vessel 42 are finished to the state shown in FIG. 1, the pipe whip structure 46 is carried in and the temporary assembly is completed.
その後、原子炉格納容器の上部内側にサポート４３を取
りつける。このサポート４３と原子炉じゃへい壁４０上
部に格納容器天井部ライニングを全周仮置きする。この
際あらかじめ、格納容器天井部ライニング４４には、打
設されたコンクリートに固定されるために設けであるＴ
字画３７が溶接されてあシ、このＴ字画３７には、コン
クリート内に埋めこまれる上部鉄筋３５及び、下部鉄筋
３６が位置決めをするために取り付けられる鉄筋３８が
Ｔ字画３７の真上より突き出されである。After that, a support 43 is attached to the inside of the upper part of the reactor containment vessel. The containment vessel ceiling lining is temporarily placed on the support 43 and the upper part of the reactor barrier wall 40 all around. At this time, in advance, a T is provided on the containment vessel ceiling lining 44 in order to be fixed to the poured concrete.
A stroke 37 is welded to the foot, and a reinforcing bar 38 to which an upper reinforcing bar 35 embedded in the concrete and a lower reinforcing bar 36 are attached for positioning is protruded from directly above the T-shaped stroke 37. It is.
この鉄筋３８に下部鉄筋を針金で頑びつける１、この作
業と平行して、原子炉じゃへい壁上端に支持された円筒
４１と原子炉格納容器上部外面に取り付けられたサポー
トビーム４５をそルそれ組み立てる。このサポートビー
ム４５ば、全周１２ケ所程度設ける。Attach the lower reinforcing bars to the reinforcing bars 38 with wire 1. In parallel with this work, loosen the cylinder 41 supported on the upper end of the reactor wall and the support beam 45 attached to the outer surface of the upper part of the reactor containment vessel. assemble. The support beams 45 are provided at about 12 locations all around the circumference.
この円筒４１と、サポートビーム４５の間に本実施例に
よれば、Ｈ鋼のビーム３９を渡す。このビーム３９の下
部に、Ｔ字画３７より突き出された鉄筋３８を接合する
。これで格納容器天井部ライニングは、ビーム３９によ
って吊られ、コンクリート打設時の荷重を支える事がで
きる様になる。According to this embodiment, a beam 39 made of H steel is passed between the cylinder 41 and the support beam 45. A reinforcing bar 38 protruding from the T-shaped stroke 37 is joined to the lower part of this beam 39. The containment vessel ceiling lining is now suspended by the beam 39 and can support the load during concrete pouring.
この後、ビーム３９の真上にビーム３９の下部より接続
された鉄筋３８の延長として、鉄筋３８を立て、この鉄
筋３８に上部鉄筋３５を結びつける。Thereafter, a reinforcing bar 38 is erected directly above the beam 39 as an extension of the reinforcing bar 38 connected from the lower part of the beam 39, and the upper reinforcing bar 35 is tied to this reinforcing bar 38.
最後に、コンクリートを打設して原子炉格納容器上部構
造を形成することができる。Finally, concrete can be poured to form the reactor containment superstructure.
このように本実施例の原子炉格納容器の上部構造は偶成
され、施工するものであるから、円筒４１、ビーム３９
、サポートビーム４５％鉄筋３８、サポート４３、格納
容器天井部ライニング４４までを固定してしまえば、直
ちにドライウェル内工事を開始する事ができ、従来のよ
うに格納容器天井部内側ライニングの外側の鉄筋コンク
リート躯体部の完成を待つ必要がなくなり、原子炉格納
容器の天井部の完成が、ドライウェル内工事に対するク
リチカルパスとなりなくなり、結局天井部の完成と無関
係に原子炉格納容器の作業を進行することができ、作業
能率が大きく向上し、また多量の仮設の支保工の組立、
解体、搬出作業が不要となり、工数が著しく削減され、
ドライウェル内のスペースの有効利用ができ、また安全
性も高くなる等の効果を奏する。In this way, the upper structure of the reactor containment vessel in this embodiment is constructed in pairs, so the cylinder 41 and the beam 39 are
Once the support beam 45% reinforcing bars 38, supports 43, and containment vessel ceiling lining 44 are fixed, construction work inside the drywell can be started immediately, and the outside of the inner lining of the containment vessel ceiling can be started as usual. It is no longer necessary to wait for the completion of the reinforced concrete frame, the completion of the ceiling of the reactor containment vessel is no longer a critical path for construction inside the drywell, and work on the reactor containment vessel can proceed regardless of the completion of the ceiling. This greatly improves work efficiency, and also makes it possible to assemble a large amount of temporary shoring.
Disassembly and transport work are no longer required, significantly reducing man-hours.
The space within the dry well can be used effectively, and safety is also improved.
以上１本発明を一実施例について説明したが、本発明は
この特定の実施例に限定されるものではなく、本伯明の
精神を逸脱しないで、４多の変化。Although the present invention has been described with reference to one embodiment, the present invention is not limited to this particular embodiment, and may be modified in many ways without departing from the spirit of the invention.
変形がなし得ることは勿論である。Of course, modifications are possible.
本発明によれば次の効果を得る事ができる。 According to the present invention, the following effects can be obtained.
工）これまでの格納容器天井部ライニングを支えていた
支保工を取り付ける必要がないため、工数低減となる。(Work) There is no need to install the shoring that previously supported the containment vessel ceiling lining, reducing man-hours.
また取りのぞく必要性がないため、工程短縮が図れる。Furthermore, since there is no need to remove it, the process can be shortened.
さらに、高所でかっ、狭い空間内で行われる作業が削除
さｒしたため、安全性及び作条性の向上を図ることがで
きた。Furthermore, since the work that must be done at high places and in narrow spaces has been eliminated, it has been possible to improve safety and cropping efficiency.
２）ビームの取シ付けに対しては、既存の部分を利用し
、支保工はほとんど不要であるため、本発明の実用は容
易に行われる。2) The present invention can be easily put into practical use because the existing parts are used to attach the beam and almost no shoring is required.
３）ビームと格納容器天井部ライニングを接続する鉄筋
についても既存のものを使用するため本発明の実用は容
易に行われる。3) Since the existing reinforcing bars connecting the beam and the containment vessel ceiling lining are used, the present invention can be put into practical use easily.
４）原子炉格納容器内の空間部が、支保工を削除した分
波がるため、他の部分の設計及び作業性に対し、余裕を
もたらすことができた。4) Since the space inside the reactor containment vessel is separated by removing the shoring, it was possible to provide leeway in the design and workability of other parts.
５） コンクリートの打設が一挙に行なえるため。5) Concrete can be placed all at once.
コンクリート層の内部が整った状態となシ、強度を高め
ることができる。By keeping the inside of the concrete layer in good condition, its strength can be increased.
６）コンクリート内に鉄筋の他、鉄鋼が含まれるため、
上部構造全体の強度を高めることができる。6) Since concrete contains steel as well as reinforcing bars,
The strength of the entire superstructure can be increased.
７）本発明の応用例によれば、原子炉格納容器上部構造
に用いた構造をそのままダイヤフラムフロアの形成法に
取り入れることができるため、原子ｐ格納容器全体とし
ては、大幅な原価低減及び工程短縮を図る事ができる。7) According to an application example of the present invention, the structure used for the upper structure of the reactor containment vessel can be directly incorporated into the method for forming the diaphragm floor, resulting in significant cost reduction and process shortening for the atomic p containment vessel as a whole. It is possible to aim for
第１図は本発明の原子炉格納容器の上部構造で第５図の
Ｃ部詳細図、第２図は第１図のＡＡ断面図、第３図は第
１図のＢＢｉ面図、第４図は従来のマーク■鋼製自立型
原子炉格納容器全体を表わす断面図、第５図は本発明を
応用する鉄筋コンクリート製格納容器の全体を表わす断
面図、第６図は従来の鉄筋コンクリート型格納容器の全
体を表わす断面図である。
ｌ・・・原子炉圧力容器、２・・・原子炉格納容器ドラ
イウェルシェル、３・・・原子炉格納容器サプレッショ
ンチェンバシェル、４・・・スタビライザ、５・・・ガ
ンマ線じゃへい壁、６・・・原子炉本体の基礎、７・・
・プール水、８・・・ダイヤ７ラムフロア、９・・・ベ
ント管。
ｌＯ・・・ダイヤフラムフロアコラムサポート、１１・
・・アンカボルト、１２・・・シールドウオール、１３
・・・基礎コンクリートマット、１４・・・底部ライナ
ープレー１．１５・・・制御棒駆動装置インターナルポ
ンプ用スペース、１６・・・ハツチ、１７・・・格納容
器底部、１８・・・円筒部内側ライニング、１９・・・
コンクリート躯体部、２０・・・円准一段ライニング、
２１・・・コンクリート躯体部％ ２２・・・圧力容器
ペデスタル、２３・・・ダイヤ７ラムフロア、２４・・
・円錐二段部ライニング、２５・・・コンクリ−）％体
部、２６・・・ドライウェル、２７．２８・・・パイプ
ホイップストラクチュア、２９．３０・・・原子炉しゃ
へい啼、３１・・・天井部ライニング、３２・・・コン
クリート躯体部、３３・・・天井部ライニング受は支持
梁。
３４・・・支持受はビーム、３５・・・上部鉄筋、３６
・・・下部鉄筋、３７・・・７字鋼、３８・・・鉄筋、
３９・・・ビーム、４０・・・原子炉しやへいを、４１
・・・円筒、４２・・・原子炉格納容器、４３・・・サ
ポート、４４・・・格納容器天井部ライニング、４５・
・・サポートビーム、４６・−・パイプホイップストラ
クチュア、４７・・・外円筒。Figure 1 shows the upper structure of the reactor containment vessel according to the present invention, and is a detailed view of section C in Figure 5, Figure 2 is a sectional view taken along line AA in Figure 1, Figure 3 is a BBi side view in Figure 1, and Figure 4 is a detailed view of section C in Figure 5. The figure is a cross-sectional view showing the entire structure of the conventional mark■ steel self-supporting reactor containment vessel, Figure 5 is a cross-sectional view showing the entire reinforced concrete containment vessel to which the present invention is applied, and Figure 6 is a conventional reinforced concrete type containment vessel. FIG. l... Reactor pressure vessel, 2... Reactor containment vessel dry well shell, 3... Reactor containment vessel suppression chamber shell, 4... Stabilizer, 5... Gamma ray blocking wall, 6... ...Fundamentals of the reactor body, 7...
・Pool water, 8...diamond 7 ram floor, 9...vent pipe. lO...Diaphragm floor column support, 11.
... Anchor bolt, 12 ... Shield wall, 13
...Foundation concrete mat, 14...Bottom liner play 1.15...Space for control rod drive internal pump, 16...Hatch, 17...Containment vessel bottom, 18...Cylindrical part Inner lining, 19...
Concrete body part, 20... yen quasi-first stage lining,
21...Concrete frame part % 22...Pressure vessel pedestal, 23...Diamond 7 ram floor, 24...
・Conical two-stage lining, 25...Concrete)% body, 26...Dry well, 27.28...Pipe whip structure, 29.30...Reactor shielding, 31... Ceiling lining, 32... Concrete frame, 33... Ceiling lining support is a support beam. 34... Support is a beam, 35... Upper reinforcing bar, 36
... lower reinforcing bar, 37... 7-figure steel, 38... reinforcing bar,
39...Beam, 40...Nuclear reactor shield, 41
...Cylinder, 42...Reactor containment vessel, 43...Support, 44...Containment vessel ceiling lining, 45...
...Support beam, 46...Pipe whip structure, 47...Outer cylinder.
Claims (1)
する円筒形鉄筋コンクリート製格納容器の上記、構造躯
体の施工において、上記格納容器の円筒部躯体と格納容
器開口部の円筒鋼板の間にビームを設け、鋼製ライナを
躯体側より固定し、コンクリートを打設する事を特徴と
する原子炉格納容器上部構造の建設方法。 ２、特許請求の範囲第１項において、ライナを支持する
鋼構造物はコンクリート躯体内に有し、円板状構造躯体
の下端筋及び上端筋の位置を阻害しない中央部に位置す
ることを特徴とする原子炉格納容器上部構造の建設方法
。[Scope of Claims] 1. In the construction of the structural frame of a cylindrical reinforced concrete containment vessel having a disc-shaped structural frame with a steel liner in the upper part, the cylindrical frame of the containment vessel and the opening of the containment vessel are A method for constructing a reactor containment vessel superstructure, which is characterized by installing a beam between cylindrical steel plates, fixing a steel liner from the frame side, and pouring concrete. 2. Claim 1 is characterized in that the steel structure supporting the liner is located within the concrete frame and is located in the center of the disc-shaped structural frame so as not to obstruct the positions of the lower end reinforcement and the upper end reinforcement. A construction method for the reactor containment vessel upper structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61006457A JPH0672940B2 (en) | 1986-01-17 | 1986-01-17 | Construction method of reactor containment superstructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61006457A JPH0672940B2 (en) | 1986-01-17 | 1986-01-17 | Construction method of reactor containment superstructure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62165185A true JPS62165185A (en) | 1987-07-21 |
| JPH0672940B2 JPH0672940B2 (en) | 1994-09-14 |
Family
ID=11638967
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61006457A Expired - Fee Related JPH0672940B2 (en) | 1986-01-17 | 1986-01-17 | Construction method of reactor containment superstructure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0672940B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01242995A (en) * | 1988-03-24 | 1989-09-27 | Toshiba Corp | Shell wall of nuclear reactor building |
| JPH01295197A (en) * | 1988-05-23 | 1989-11-28 | Toshiba Corp | Method of constructing reactor container made of reinforced concrete |
| US5038894A (en) * | 1988-11-07 | 1991-08-13 | Mitsubishi Denki Kabushiki Kaisha | Drive control apparatus |
| JPH03295496A (en) * | 1990-04-13 | 1991-12-26 | Hitachi Ltd | Top slab building method for nuclear reactor container vessel and nuclear reactor container vessel |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6270792A (en) * | 1985-09-25 | 1987-04-01 | 株式会社東芝 | Method of constructing ceiling section of container for nuclear reactor and turus support used for said constriction |
-
1986
- 1986-01-17 JP JP61006457A patent/JPH0672940B2/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6270792A (en) * | 1985-09-25 | 1987-04-01 | 株式会社東芝 | Method of constructing ceiling section of container for nuclear reactor and turus support used for said constriction |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01242995A (en) * | 1988-03-24 | 1989-09-27 | Toshiba Corp | Shell wall of nuclear reactor building |
| JPH01295197A (en) * | 1988-05-23 | 1989-11-28 | Toshiba Corp | Method of constructing reactor container made of reinforced concrete |
| US5038894A (en) * | 1988-11-07 | 1991-08-13 | Mitsubishi Denki Kabushiki Kaisha | Drive control apparatus |
| JPH03295496A (en) * | 1990-04-13 | 1991-12-26 | Hitachi Ltd | Top slab building method for nuclear reactor container vessel and nuclear reactor container vessel |
| US5351277A (en) * | 1990-04-13 | 1994-09-27 | Hitachi, Ltd. | Method of constructing top slab of nuclear reactor container and nuclear reactor container constructed by the method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0672940B2 (en) | 1994-09-14 |
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| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |