JP5636313B2 - Primary containment vessel - Google Patents

Primary containment vessel Download PDF

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JP5636313B2
JP5636313B2 JP2011047498A JP2011047498A JP5636313B2 JP 5636313 B2 JP5636313 B2 JP 5636313B2 JP 2011047498 A JP2011047498 A JP 2011047498A JP 2011047498 A JP2011047498 A JP 2011047498A JP 5636313 B2 JP5636313 B2 JP 5636313B2
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steel plate
containment vessel
steel
reactor containment
concrete
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JP2012184998A (en
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俊幸 北見
俊幸 北見
功 塩谷
功 塩谷
中山 一彦
一彦 中山
和芳 瀬下
和芳 瀬下
五雄 鈴木
五雄 鈴木
幹雄 戸田
幹雄 戸田
泰明 福島
泰明 福島
信之 丹羽
信之 丹羽
澤本 佳和
佳和 澤本
宮本 圭一
圭一 宮本
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Kajima Corp
Mitsubishi FBR Systems Inc
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Mitsubishi FBR Systems Inc
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    • YGENERAL 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
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    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

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Description

本発明は原子炉格納容器に関する。   The present invention relates to a reactor containment vessel.

原子力施設において、原子炉圧力容器等の周囲には、原子炉格納容器が設けられる。原子炉格納容器は、万一の事故の際に、漏出した放射性物質を内部に閉じ込め、外部にこれを放出させない目的で設けられる。   In a nuclear facility, a reactor containment vessel is provided around a reactor pressure vessel or the like. The reactor containment vessel is provided for the purpose of confining leaked radioactive material inside and preventing it from being released to the outside in the event of an accident.

原子炉格納容器の多くには、鋼製の格納容器が用いられてきたが、現在では高出力並びに経済性の観点から、プレストレストコンクリート製格納容器(PCCV)や、鉄筋コンクリート製格納容器(RCCV)などの、コンクリート製格納容器が多く用いられている。   Steel containment vessels have been used for most of the reactor containment vessels, but from the viewpoint of high power and economy, prestressed concrete containment vessels (PCCV), reinforced concrete containment vessels (RCCV), etc. A concrete containment container is often used.

将来的には、更に高性能で工期短縮が可能とされる構造形式である鋼板コンクリート製格納容器(SCCV)が考えられており、構造実現のため種々検討されている。   In the future, a steel plate concrete containment vessel (SCCV), which is a structural type capable of further improving performance and shortening the work period, is considered, and various studies have been made to realize the structure.

上記の鋼板コンクリート製格納容器は、コンクリート部分の両側を鋼板で挟むサンドイッチ構造による。そして、容器内側の鋼板には事故時の放射性物質を閉じ込め、漏洩を防止する能力が期待される。   The steel plate concrete containment vessel has a sandwich structure in which both sides of the concrete portion are sandwiched between steel plates. And the steel plate inside the container is expected to be capable of confining radioactive materials at the time of an accident and preventing leakage.

例えば、特許文献1、2に記載の格納容器は、万一の事故時の圧力荷重や温度荷重に対して鋼板とコンクリートがスタッドボルトとタイバーで一体となって抵抗し、格納容器内に放射性を含む冷却材が放出された場合にこれらを格納容器内に閉じ込めるための機能を格納容器内側の鋼板に期待する構造となっている。   For example, in the containment containers described in Patent Documents 1 and 2, the steel plate and concrete are integrally resisted by stud bolts and tie bars against the pressure load and temperature load in the event of an accident, and the containment container is made radioactive. When the coolant containing is discharged | emitted, it has the structure which anticipates the function for confining these in a containment vessel in the steel plate inside a containment vessel.

特開2006−78256号公報JP 2006-78256 A 特開平5−60891号公報Japanese Patent Laid-Open No. 5-60891

上記のように、現在検討されているSCCVでは、万一の事故時の温度上昇を格納容器内側の鋼板が直接受けるものとなっているため、高温を受け更に圧力等に抵抗する状況で、放射性物質の閉じ込め機能も要求される過酷な設計条件となっている。   As described above, in the SCCV currently under review, the steel plate inside the containment vessel directly receives the temperature rise in the event of an accident. It is a severe design condition that requires a material confinement function.

また、格納容器内側の鋼板は所定の間隔で設けられたスタッドボルト等によりコンクリートに拘束されているため、格納容器内の急激な温度上昇に対して伸長しようとする鋼板が、温度上昇が緩やかであるコンクリートに拘束されることで圧縮座屈が生じやすい。
なお、高温による圧縮座屈の防止に関して、丹羽らは、鋼板厚tとスタッドボルト間隔Bの関係について、鋼板表面温度300℃の場合、圧縮座屈は、B/t=20では発生せず、B/t=40、50では発生したことを報告している(丹羽信之、松尾一平、宮本圭一、澤本佳和「SC構造の高温下における特性確認実験 その1 熱座屈実験」、日本建築学会大会学術講演梗概集(九州)、C−1、p.1257−1258、2007.8)。
In addition, since the steel plate inside the containment vessel is constrained to the concrete by stud bolts or the like provided at predetermined intervals, the steel plate that is about to stretch against the sudden rise in temperature inside the containment vessel has a moderate temperature rise. Compressive buckling is likely to occur when restrained by certain concrete.
Regarding the prevention of compression buckling due to high temperature, Niwa et al. Did not generate compression buckling at B / t = 20 when the steel sheet surface temperature was 300 ° C. with respect to the relationship between the steel sheet thickness t and the stud bolt interval B. B / t = 40 and 50 (Nobuyuki Niwa, Ippei Matsuo, Junichi Miyamoto, Yoshikazu Sawamoto “Characteristic confirmation experiment of SC structure under high temperature, Part 1 Thermal buckling experiment”, Architectural Institute of Japan Summaries of annual conference lectures (Kyushu), C-1, p. 1257-1258, 20077.8).

さらに、鋼板は、文献「EUROCODE IV (一般)鋼材の温度諸特性の関係」に示されるように、高温状況下では弾性限強度や引張り強度が急激に低下する性質がある。このため放射性物質の閉じ込め機能を発揮させるためには、設計上信頼性の高い評価法が要求される。   Furthermore, as shown in the document “Relationship between temperature characteristics of EUROCODE IV (general) steel materials”, the steel sheet has a property that its elastic limit strength and tensile strength rapidly decrease under high temperature conditions. For this reason, in order to exert the function of confining radioactive materials, a highly reliable evaluation method is required in terms of design.

また、格納容器内部には、床状の内部構造等が存在する場合があり、これらは格納容器と直接取合う構造となっている。該内部構造等の部材は、放射性物質の閉じ込め機能を要求される内部鋼板に取り付く形となり、設計・製作上の制約が多い。   Further, there may be a floor-like internal structure or the like inside the containment vessel, and these have a structure that directly contacts the containment vessel. The members such as the internal structure are attached to an internal steel plate that is required to have a radioactive substance confinement function, and there are many design and manufacturing restrictions.

本発明は、上記の問題点に鑑みてなされたもので、その目的は、信頼性の高い設計、評価を可能とする原子炉格納容器を提供することである。   The present invention has been made in view of the above problems, and an object of the present invention is to provide a reactor containment vessel that enables highly reliable design and evaluation.

前述の目的を達するための第1の発明は、内側鋼板及び外側鋼板と、前記内側鋼板と前記外側鋼板の間に充填されるコンクリートからなる躯体を有する原子炉格納容器であって、前記外側鋼板には、圧力容器用鋼材が用いられ、前記外側鋼板により放射性物質の漏洩を防止することを特徴とする原子炉格納容器である。 A first invention for achieving the above object is a reactor containment vessel having an inner steel plate and an outer steel plate, and a casing made of concrete filled between the inner steel plate and the outer steel plate, the outer steel plate Is a reactor containment vessel characterized in that a steel material for pressure vessels is used and leakage of radioactive materials is prevented by the outer steel plate.

記圧力容器用鋼材は、例えば中低温圧力容器用鋼板材、または中常温圧力容器用炭素鋼鋼板材である。 Before SL pressure vessel steel, for example, medium-low temperature pressure vessel steel plate, or a medium room temperature pressure vessel carbon steel steel plate.

また、前記内側鋼板には、構造用鋼材を用いても良い。前記構造用鋼材は、例えば、一般構造用圧延鋼材、溶接構造用圧延鋼材、建築構造用圧延鋼材のいずれかである。   Moreover, you may use structural steel materials for the said inner side steel plate. The structural steel material is, for example, any one of a general structural rolled steel material, a welded structural rolled steel material, and a building structural rolled steel material.

上記の構成により、原子炉格納容器の外側鋼板により事故時等の放射性物質の漏洩を防止するものとする。外側鋼板としては中低温圧力容器用鋼板材、または中常温圧力容器用炭素鋼鋼板材等の圧力容器用鋼材を用いることができる。外側鋼板は、外気に接し、また内側にコンクリート層が存在するので、万一の事故時にも高温等の影響を受け難く、より信頼性の高い設計、評価が可能になる。   With the above configuration, leakage of radioactive materials during an accident or the like is prevented by the outer steel plate of the reactor containment vessel. As the outer steel plate, a steel material for a pressure vessel such as a steel plate material for a medium-low temperature pressure vessel or a carbon steel plate material for a medium-temperature pressure vessel can be used. Since the outer steel plate is in contact with the outside air and has a concrete layer on the inner side, it is hardly affected by high temperatures or the like even in the event of an accident, and more reliable design and evaluation becomes possible.

また放射性物質の閉じ込め機能が要求されない内側鋼板に床状の内部構造等の部材が取り付く場合、過酷な条件下であるが、設計・製作上の制約が相対的に少なく、合理的なディテール(納まり構造)を採用することが可能となる。   In addition, when a member such as a floor-shaped internal structure is attached to an inner steel plate that does not require a radioactive material confinement function, it is under severe conditions, but there are relatively few design and manufacturing restrictions and reasonable details (containment) Structure).

本発明により、信頼性の高い設計、評価を可能とする原子炉格納容器を提供することができる。   According to the present invention, it is possible to provide a reactor containment vessel that enables highly reliable design and evaluation.

原子炉格納容器の例を示す図Diagram showing an example of a containment vessel 原子炉格納容器の鋼板コンクリート構造の例を示す図Figure showing an example of steel-plate concrete structure of a containment vessel

以下、図1、図2に基づいて本発明の実施形態に係る原子炉格納容器について詳細に説明する。   Hereinafter, the reactor containment vessel according to the embodiment of the present invention will be described in detail with reference to FIGS. 1 and 2.

図1は、原子炉格納容器1の一例を示す図である。原子炉格納容器1は原子炉建屋100内に設けられる。原子炉格納容器1の内部には、不図示の原子炉圧力容器や蒸気発生器等が設けられる。原子炉格納容器1は、例えば、図1に示すように、円筒状に形成された側壁部などの垂直部材2aと、その上部に設けられたトップスラブなどの水平部材2b等により構成されている。また、原子炉格納容器1には、内部構造として床状部材4などが設けられる。床状部材4は、例えばコンクリートを鋼板や鉄筋等の部材で補強した構造を有し、この際鋼板や鉄筋等の部材が後述する内側鋼板5に接続される。
なお、原子炉格納容器1の形状はこれに限ることはない。例えば側壁部の平面を矩形状に形成したものや、円筒状の側壁部に半球状の天井部を設けたもの、錐台形のもの等とすることができる。これらは、沸騰水型原子炉や加圧水型原子炉等の形式やその形態、安全性等に応じて適宜定めればよい。また、床状部材4等の内部構造も、必要に応じて設けられるものである。
FIG. 1 is a diagram illustrating an example of a containment vessel 1. The reactor containment vessel 1 is provided in the reactor building 100. The reactor containment vessel 1 is provided with a reactor pressure vessel (not shown), a steam generator, and the like. For example, as shown in FIG. 1, the reactor containment vessel 1 includes a vertical member 2 a such as a cylindrical side wall and a horizontal member 2 b such as a top slab provided on the vertical member 2 a. . Further, the reactor containment vessel 1 is provided with a floor member 4 or the like as an internal structure. The floor member 4 has a structure in which concrete is reinforced with a member such as a steel plate or a reinforcing bar, and the member such as the steel plate or the reinforcing bar is connected to an inner steel plate 5 described later.
The shape of the reactor containment vessel 1 is not limited to this. For example, the side wall portion may have a rectangular shape, a cylindrical side wall portion provided with a hemispherical ceiling portion, a frustum shape, or the like. These may be appropriately determined according to the type, form, safety, etc. of the boiling water reactor or the pressurized water reactor. The internal structure of the floor member 4 and the like is also provided as necessary.

図2は原子炉格納容器1の鋼板コンクリート構造の例を示す図である。図2(a)は側壁部など垂直部材2aの例を示す水平方向断面図、図2(b)は垂直部材2aの例を示す垂直方向断面図、図2(c)はトップスラブなど水平部材2bの例を示す垂直方向断面図である。各図に示すように、原子炉格納容器1は、コンクリート3を内側鋼板5と外側鋼板7との間に充填して構成される鋼板コンクリート構造による構造躯体を有する。なお、内側とは原子炉格納容器1の内部に向かう側を指し、外側とは原子炉格納容器1の外部に向かう側を指す。また、コンクリート3は鉄筋により補強された鉄筋コンクリートである場合もあり、さらにはプレストレストコンクリート等でも構わない。   FIG. 2 is a view showing an example of a steel plate concrete structure of the reactor containment vessel 1. 2A is a horizontal sectional view showing an example of the vertical member 2a such as a side wall, FIG. 2B is a vertical sectional view showing an example of the vertical member 2a, and FIG. 2C is a horizontal member such as a top slab. It is a vertical direction sectional view showing an example of 2b. As shown in each figure, the reactor containment vessel 1 has a structural casing having a steel plate concrete structure configured by filling concrete 3 between an inner steel plate 5 and an outer steel plate 7. The inner side refers to the side toward the inside of the reactor containment vessel 1, and the outer side refers to the side toward the outside of the reactor containment vessel 1. Further, the concrete 3 may be reinforced concrete reinforced with reinforcing bars, and may be prestressed concrete or the like.

内側鋼板5や外側鋼板7は所定の間隔で設けたスタッドボルト9によりコンクリート3に定着される。また、内側鋼板5と外側鋼板7を接続するタイバー11等が設けられ、補強がなされている。なお、鋼板コンクリート構造における補強はこれに限らず、鋼板等、目的に応じて適宜定めればよい。   The inner steel plate 5 and the outer steel plate 7 are fixed to the concrete 3 by stud bolts 9 provided at predetermined intervals. In addition, a tie bar 11 or the like that connects the inner steel plate 5 and the outer steel plate 7 is provided and reinforced. The reinforcement in the steel plate concrete structure is not limited to this, and may be determined as appropriate according to the purpose, such as a steel plate.

そして、本発明では、外側鋼板7に上記の放射性物質を閉じ込め、漏洩を防止する役割を持たせる。即ち、想定される万一の事故時にも、当該想定される(所定の)事故時における種々の環境条件に対して外側鋼板7に亀裂等が生じないように設計する。このため、外側鋼板7にはSPV材(中低温圧力容器用鋼板材)やSGV材(中常温圧力容器用炭素鋼鋼板材)等の圧力容器用鋼材を用いることができる。これらの圧力容器用鋼材は、高い強度と溶接性を有し、このような目的により適している。そして、その強度や厚さ等の形状、外側鋼板7間の接合方法等その他の条件を、上記の目的に応じて定める。   In the present invention, the above-described radioactive substance is confined in the outer steel plate 7 to prevent the leakage. In other words, the outer steel plate 7 is designed so that no cracks or the like occur in response to various environmental conditions at the time of the assumed (predetermined) accident even in the event of an assumed accident. For this reason, steel materials for pressure vessels, such as SPV materials (steel plate materials for medium-low temperature pressure vessels) and SGV materials (carbon steel plate materials for medium-temperature pressure vessels), can be used for the outer steel plate 7. These steel materials for pressure vessels have high strength and weldability and are more suitable for such purposes. And other conditions, such as the shape, such as the intensity | strength and thickness, the joining method between the outer side steel plates 7, are defined according to said objective.

外側鋼板7は、内側に断熱部材としてのコンクリート3が存在し、外側が外気に接しているため、万一の事故時にもほぼ常温であり、高温等の影響を受けず、前述した座屈現象等が生じることがない。従って、常温の鋼板の降伏点強度に基づき設計が可能であり、貫通ひびわれも生じず、鋼板の強度を十分活用できる信頼性の高い設計、評価が可能となる。   The outer steel plate 7 has the concrete 3 as a heat insulating member on the inner side, and the outer side is in contact with the outside air. Therefore, the outer steel plate 7 is almost normal temperature even in the event of an accident, and is not affected by high temperature or the like. Etc. do not occur. Therefore, design is possible based on the yield point strength of a steel sheet at room temperature, and no cracking occurs, and highly reliable design and evaluation that can fully utilize the strength of the steel sheet are possible.

そして、内側鋼板5は、死荷重や地震荷重等に対して原子炉格納容器1の構造体強度を満たす役割等を有するように設計する。内側鋼板5には、SS材(一般構造用圧延鋼材)やSM材(溶接構造用圧延鋼材)、SN材(建築構造用圧延鋼材)等の構造用鋼材を用いることができる。その強度や形状等は、上記の目的に応じて定める。内側鋼板5に放射性物質を閉じ込める役割を持たせない結果、SS材やSM材、SN材等の建築分野で使用される構造用鋼材を使用することができ、その他鋼板同士の接合方法等の設計の自由度も増す。また、床状部材4の鋼板や鉄筋等の部材を内側鋼板5に接続する際も、過酷な条件下であるが、内側鋼板5に放射性物質を閉じ込める役割を持たせる場合に比べ、設計・製作上の制約が相対的に少なく、合理的なディテール(納まり構造)を採用することが可能となる。   And the inner side steel plate 5 is designed so that it may fulfill the role of satisfying the structural body strength of the reactor containment vessel 1 against dead loads, earthquake loads, and the like. For the inner steel plate 5, structural steel materials such as SS material (rolled steel material for general structure), SM material (rolled steel material for welded structure), and SN material (rolled steel material for building structure) can be used. Its strength, shape, etc. are determined according to the above-mentioned purpose. As a result of not having the role of confining radioactive material in the inner steel plate 5, structural steel materials used in the construction field such as SS material, SM material, SN material, etc. can be used, and other methods such as joining methods between steel plates The degree of freedom increases. Also, when connecting members such as steel plates and reinforcing bars of the floor member 4 to the inner steel plate 5, it is under severe conditions, but compared with the case where the inner steel plate 5 has a role of confining radioactive substances. The above restrictions are relatively few, and it becomes possible to adopt rational details (containment structure).

以上説明したように、本発明の原子炉格納容器の実施形態によれば、原子炉格納容器の外側鋼板により事故時等の放射性物質の漏洩を防止するものとする。外側鋼板としては中低温圧力容器用鋼板材、または中常温圧力容器用炭素鋼鋼板材等の圧力容器用鋼材を用いることができる。外側鋼板は、外気に接し、また内側にコンクリート層が存在するので、万一の事故時にも常温付近に維持される。従って、高温等による影響を受けず、より信頼性の高い設計、評価が可能になる。   As described above, according to the embodiment of the reactor containment vessel of the present invention, leakage of radioactive materials during an accident or the like is prevented by the outer steel plate of the reactor containment vessel. As the outer steel plate, a steel material for a pressure vessel such as a steel plate material for a medium-low temperature pressure vessel or a carbon steel plate material for a medium-temperature pressure vessel can be used. The outer steel sheet is in contact with the outside air and has a concrete layer on the inner side, so that it is maintained near room temperature even in the event of an accident. Therefore, it is possible to perform design and evaluation with higher reliability without being affected by high temperature and the like.

また放射性物質の閉じ込め機能が要求されない内側鋼板に床状の内部構造等の部材が取り付く場合、過酷な条件下であるが、設計・製作上の制約が相対的に少なく、合理的なディテール(納まり構造)を採用することが可能となる。   In addition, when a member such as a floor-shaped internal structure is attached to an inner steel plate that does not require a radioactive material confinement function, it is under severe conditions, but there are relatively few design and manufacturing restrictions and reasonable details (containment) Structure).

以上、添付図面を参照しながら、本発明に係る原子炉格納容器の好適な実施形態について説明したが、本発明はかかる例に限定されない。当業者であれば、本願で開示した技術的思想の範疇内において、各種の変更例又は修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   The preferred embodiments of the reactor containment vessel according to the present invention have been described above with reference to the accompanying drawings, but the present invention is not limited to such examples. It will be apparent to those skilled in the art that various changes or modifications can be conceived within the scope of the technical idea disclosed in the present application, and these naturally belong to the technical scope of the present invention. Understood.

1………原子炉格納容器
3………コンクリート
5………内側鋼板
7………外側鋼板
9………スタッドボルト
11………タイバー
1 ……… Container 3 ……… Concrete 5 ……… Inner steel plate 7 ……… Outer steel plate 9 ……… Stud bolt 11 ……… Tie bar

Claims (4)

内側鋼板及び外側鋼板と、前記内側鋼板と前記外側鋼板の間に充填されるコンクリートからなる躯体を有する原子炉格納容器であって、
前記外側鋼板には、圧力容器用鋼材が用いられ、前記外側鋼板により放射性物質の漏洩を防止することを特徴とする原子炉格納容器。
A reactor containment vessel having an inner steel plate and an outer steel plate, and a casing made of concrete filled between the inner steel plate and the outer steel plate,
A reactor containment vessel characterized in that a steel material for a pressure vessel is used for the outer steel plate, and leakage of radioactive materials is prevented by the outer steel plate.
前記圧力容器用鋼材は、中低温圧力容器用鋼板材、または中常温圧力容器用炭素鋼鋼板材であることを特徴とする請求項記載の原子炉格納容器。 The pressure vessel steel, reactor containment vessel according to claim 1, wherein the middle low temperature pressure vessel steel plate, or a medium room temperature pressure vessel carbon steel steel plate. 前記内側鋼板には、構造用鋼材が用いられることを特徴とする請求項1または請求項のいずれかに記載の原子炉格納容器。 Wherein the inner steel plates, reactor containment vessel according to claim 1 or claim 2, characterized in that structural steel is used. 前記構造用鋼材は、一般構造用圧延鋼材、溶接構造用圧延鋼材、建築構造用圧延鋼材のいずれかであることを特徴とする請求項記載の原子炉格納容器。 The reactor containment vessel according to claim 3 , wherein the structural steel material is any one of a general structural rolled steel material, a welded structural rolled steel material, and a building structural rolled steel material.
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