JPS589092A - Method of filling grout concrete to under portion of reactor container - Google Patents
Method of filling grout concrete to under portion of reactor containerInfo
- Publication number
- JPS589092A JPS589092A JP56107378A JP10737881A JPS589092A JP S589092 A JPS589092 A JP S589092A JP 56107378 A JP56107378 A JP 56107378A JP 10737881 A JP10737881 A JP 10737881A JP S589092 A JPS589092 A JP S589092A
- Authority
- JP
- Japan
- Prior art keywords
- containment vessel
- grout concrete
- reactor containment
- concrete
- bottom liner
- 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
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (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】
この発明は、原子炉格納容器下部へのグラウトコンクリ
ートの充填方法の改良に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improvement in a method of filling the lower part of a nuclear reactor containment vessel with grout concrete.
原子炉格納容器の据え付けについては、一般C1II/
IIにおいて原子炉格納容器1t−原子炉建屋2の基礎
板8上に設置した後、基礎板8と原子炉格納容器1の底
部ライナープレート1aとの間にグラウトコンクリート
4を充填するという方法が採られる。Regarding the installation of the reactor containment vessel, General C1II/
In II, after installing the reactor containment vessel 1t on the base plate 8 of the reactor building 2, a method was adopted in which grout concrete 4 was filled between the base plate 8 and the bottom liner plate 1a of the reactor containment vessel 1. It will be done.
その点については1原子炉格納容器lの据え付は部分の
掘り下げを行なう第7図に示す場合にあっても、掘り下
げを行なわない第2図に示T場合のいずれにあっても同
じである′口
ところでこの場合、従来一般に、原子炉格納容器1の底
部ライナープレートlaが全体にわたって平坦であるた
め、グラ”ウド時に生誓るエアーがグラウトコンクリー
ト4中にエアーボイドとして残存するおそれがあること
が判明した。In this regard, the installation of the reactor containment vessel 1 is the same whether it is installed in the case shown in Figure 7, in which the part is dug, or in the case shown in Figure 2, in which the part is not dug. By the way, in this case, since the bottom liner plate la of the reactor containment vessel 1 has generally been flat throughout, there is a risk that the air that is released during grouting may remain as air voids in the grout concrete 4. There was found.
この発明は以上の点を考慮してなされたもので、グラウ
ト時のエアー抜きを確実に行なうことにより、グラウト
コンクリートの充填を密に行なうことができる原子炉格
納容器下部へのグラウトコンクリートの充填方法を提供
するものである〇この発明の構成上の主特徴は、グラウ
ト作業に際し、原子炉格納容器1の底部ライナープレー
トl鳳に傾斜管つけ、かつその傾斜させた底部ライナー
プレートlaの高所部分下部にエアー抜きの管8の口を
配置するようにした点にある。これにより1ダラウト時
に発生するエアーを一定部分に集め、それをエアー抜き
の管を通してグラウトコンクリートを循環させると共に
外部に逃がすことができるので、グツウドコンクリート
中からエアーボイドをほとんどなくTことができる。This invention has been made in consideration of the above points, and provides a method for filling grout concrete into the lower part of a nuclear reactor containment vessel, which allows dense filling of grout concrete by reliably removing air during grouting. The main structural feature of the present invention is that during grouting work, an inclined pipe is attached to the bottom liner plate l of the reactor containment vessel 1, and the high part of the inclined bottom liner plate la is The main point is that the opening of the air bleed tube 8 is located at the bottom. As a result, the air generated during one rounding can be collected in a certain area, circulated through the grout concrete through the air vent pipe, and released to the outside, so air can be removed from the grout concrete with almost no air voids.
この場合、グラウト作業に際しては、格納容器lの底部
ライナープレー)1aにグラウト用孔明は管行なうこと
によって、コンクリ−)rt充填Tることもできるが、
次のような方法な採ることも出来る◎すなわち1第3図
に示すように、原子炉格納客allの底部ライナープレ
ー)1mより下方にある原子炉格納容器支持リングガー
ダbの側面に、グラウトコンクリ−4供給用の供給路6
を設ける方法である。この供給路としては、通常、配管
を用いるが、それについては一部をグラウトコンクリー
ト4中に埋め込むようにT、ることができる@たとえば
、原子炉格納容器支持リングガーダ5の部分にパルプを
配置し、そのパルプt−塊にしてシェル8!?傭の管6
mをグラウト完了後に取り外す一方、底部ライナープレ
ー目」の下方に位置する他方の菅6brtグラウトコン
クリート4中に埋め込むようにすることができる〇
しかしいずれの方法についても、この発明にあっては、
底部ライナープレー)1mに傾斜、たとえば113図お
よび第参図に示すように、中央よりも周辺部分を高めか
つ局方向に放射状の凹凸を設けることによって、グラウ
ト時のエアーボイドを一定部分(高所部分)に集め、そ
れをエアー抜きの管81通して格納容ailの側方など
に逃がすようにする。ここで、エアー抜きの管8の口を
配置Tるため、底部ライナープレート1mの対応部分に
凸起9なもたせておくことも有効である。In this case, during the grouting work, it is also possible to fill the concrete by making a hole for grouting in the bottom liner plate (1a) of the containment vessel (1).
The following method can also be adopted: ◎In other words, as shown in Figure 3, grout concrete is placed on the side of the reactor containment vessel support ring girder b located 1 m below -4 supply channel 6
This is a method of providing Piping is normally used as this supply channel, but it is also possible to partially embed it in the grout concrete 4. For example, pulp may be placed in the reactor containment vessel support ring girder 5. Then, turn the pulp into a lump and shell 8! ? Mercenary pipe 6
It is possible to remove the tube m after grouting is completed, while embedding it in the other tube 6brt grout concrete 4 located below the bottom liner play. However, in either method, in this invention,
For example, as shown in Figure 113 and Figure 1, by making the peripheral part higher than the center and providing radial unevenness in the local direction, air voids during grouting can be reduced in certain parts (high places). 2) and let it escape to the side of the storage capacity ail through the air bleed pipe 81. Here, in order to arrange the opening of the air vent tube 8 T, it is also effective to provide a protrusion 9 on the corresponding portion of the bottom liner plate 1m.
第lWIお゜よび第1図はそれそれこの発明が適用され
る原子炉格納容器の底部部分の構成な示す断面図、第5
図および第参図はこの発明の一実施例を示すもので、第
3図は縦断面v!J1第4!図は第5図の■二■線に沿
った断面図、111図はこの発明の変形例を示す縦断面
図である。
1・・・・・・原子炉格納容器、lm・・・・・・底部
ライナープレート、3・・・・・・原子炉建屋、8・・
・・・・基礎板、番・・・・・・グラウ}コンクリーシ
、8・・・・・・エアー抜きの凱出一人清水建設株式会
社FIG.
The figures and references show one embodiment of the present invention, and FIG. 3 is a longitudinal section v! J1 4th! The figure is a cross-sectional view taken along line 2-2 in Figure 5, and Figure 111 is a longitudinal cross-sectional view showing a modification of the present invention. 1...Reactor containment vessel, lm...Bottom liner plate, 3...Reactor building, 8...
・・・・Foundation board, Number ・・・・Grow}Concrete, 8・・・・・・ Air bleeder Kaide Hitoshi Shimizu Construction Co., Ltd.
Claims (1)
した後、基礎板と原子炉格納容器の底部ライナープレー
トとの間にグラウトコンクリートを充填するに際し、前
記底部ライナープレートに傾斜をつけ、かつその傾斜さ
せた底部ライナープレートの高所部分下部にエアー抜き
ならびにグラウトコンクリートの循環機能を有する管の
口を配置することを特徴とTる原子炉格納容器下部への
グラウトコンクリートの充填方法。After installation on the foundation plate of the reactor containment vessel 1IIrtTL sub-reactor building, when filling grout concrete between the foundation plate and the bottom liner plate of the reactor containment vessel, the bottom liner plate is sloped and its A method for filling a lower part of a reactor containment vessel with grout concrete, characterized by arranging a pipe mouth having air venting and grout concrete circulation functions at the lower part of a high part of an inclined bottom liner plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56107378A JPS589092A (en) | 1981-07-09 | 1981-07-09 | Method of filling grout concrete to under portion of reactor container |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP56107378A JPS589092A (en) | 1981-07-09 | 1981-07-09 | Method of filling grout concrete to under portion of reactor container |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS589092A true JPS589092A (en) | 1983-01-19 |
JPS6256478B2 JPS6256478B2 (en) | 1987-11-26 |
Family
ID=14457587
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP56107378A Granted JPS589092A (en) | 1981-07-09 | 1981-07-09 | Method of filling grout concrete to under portion of reactor container |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS589092A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04125812U (en) * | 1991-05-10 | 1992-11-17 | ポーラ化成工業株式会社 | cosmetic compact |
AU2013303921B2 (en) * | 2012-08-16 | 2017-09-28 | University Of Bradford | Device and method for measuring the depth of media |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0611276Y2 (en) * | 1989-03-18 | 1994-03-23 | トキコ株式会社 | Pneumatic booster |
JPH0391275U (en) * | 1989-12-29 | 1991-09-18 |
-
1981
- 1981-07-09 JP JP56107378A patent/JPS589092A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04125812U (en) * | 1991-05-10 | 1992-11-17 | ポーラ化成工業株式会社 | cosmetic compact |
AU2013303921B2 (en) * | 2012-08-16 | 2017-09-28 | University Of Bradford | Device and method for measuring the depth of media |
Also Published As
Publication number | Publication date |
---|---|
JPS6256478B2 (en) | 1987-11-26 |
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