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JP6775382B2 - Core catcher - Google Patents
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JP6775382B2 - Core catcher - Google Patents

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JP6775382B2
JP6775382B2 JP2016211206A JP2016211206A JP6775382B2 JP 6775382 B2 JP6775382 B2 JP 6775382B2 JP 2016211206 A JP2016211206 A JP 2016211206A JP 2016211206 A JP2016211206 A JP 2016211206A JP 6775382 B2 JP6775382 B2 JP 6775382B2
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core catcher
wall
core
catcher
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政隆 日高
政隆 日高
竜介 木村
竜介 木村
藤井 正
正 藤井
酒井 健
健 酒井
和明 木藤
和明 木藤
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Hitachi GE Vernova Nuclear Energy Ltd
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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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本発明は、原子炉格納容器内に設置するコアキャッチャーに関する。 The present invention relates to a core catcher installed in a reactor containment vessel.

原子炉には,原子炉内の燃料の破損による核分裂生成物の放散を防止する原子炉格納施設と非常用炉心冷却設備からなる工学的安全設備が設けられている。例えば軽水炉では,原子炉格納施設は,核燃料ペレットを密封した燃料棒の第一の境界と,燃料棒を束ねた燃料集合体を装荷した炉心を内包する原子炉圧力容器の第二の境界と,原子炉圧力容器を格納する気密構造の原子炉格納容器の三重の境界で構成される。また,非常用炉心冷却設備は,冷却材喪失時に高圧注水系、自動減圧系、炉心スプレイ系、低圧注水系で炉心を冷却する。地震、風水害等で外部電源を喪失しても、非常用発電機により非常用炉心冷却系は機能する。しかし,万一非常用炉心冷却系が作動せず、炉心が溶融するシビアアクシデントが発生した場合には,炉心溶融物(デブリ)が原子炉圧力容器の底部を貫通し原子炉格納容器の下部区画に落下しても、核分裂生成物の放散を抑制する必要がある。これに対し、例えば、耐熱性を有するコアキャッチャーを原子炉格納容器の床面に配置し、原子炉圧力容器から落下する温度2000Kから2500Kに達するデブリを受け止めて冷却する方法がある。 The reactor is equipped with engineering safety equipment consisting of a reactor containment facility and an emergency core cooling facility that prevent the emission of fission products due to fuel damage in the reactor. For example, in a light water reactor, the containment facility has a first boundary of fuel rods with sealed nuclear fuel pellets and a second boundary of a reactor pressure vessel containing a core loaded with fuel assemblies that bundle fuel rods. It is composed of triple boundaries of the airtight reactor containment vessel that houses the reactor pressure vessel. In addition, the emergency core cooling system cools the core with a high-pressure water injection system, an automatic decompression system, a core spray system, and a low-pressure water injection system when the coolant is lost. Even if the external power supply is lost due to an earthquake, wind and flood damage, etc., the emergency core cooling system will still function due to the emergency generator. However, in the unlikely event that the emergency core cooling system does not operate and a severe accident occurs in which the core melts, the core melt (debris) penetrates the bottom of the reactor pressure vessel and the lower section of the reactor containment vessel. It is necessary to suppress the emission of fission products even if they fall into the reactor. On the other hand, for example, there is a method in which a heat-resistant core catcher is placed on the floor surface of the reactor containment vessel to receive and cool debris having a temperature of 2000 K to 2500 K falling from the reactor pressure vessel.

ところで、デブリは原子炉停止後も崩壊熱を発生するため,耐熱性を有するコアキャッチャーであっても崩壊熱を除去するため冷却が必要である。非特許文献1に記載のように,過去のシビアアクシデントで得られた知見を基に原子炉の安全機能を強化するアクシデントマネジメント(AM)対策が提案されている。AM対策として,高温で且つ崩壊熱による温度上昇が生じるデブリを冷却するため,復水貯蔵タンクの水を格納容器の下部区画に注水する方式や,格納容器ドライウェルへのスプレイ水の格納容器下部区画への流入を利用する方式がある。特許文献1に,冷却水をコアキャッチャーの外周に張って水冷する技術が開示されている。特許文献2では,原子炉圧力容器下方のペデスタル空間に上部支持のコアキャッチャーを設け,デブリによって容器に掛かる熱応力,具体的には熱膨張やクリープによる変形を,自由端である容器下部空間で吸収してコアキャッチャーの破損を防止する。また,特許文献3では,コアキャッチャー壁の最外層の高延性部材の健全性を維持するため,耐熱と断熱のため内表面層に高融点材料,中間層に低熱伝導材料を配置する技術が記載されている。 By the way, debris generates decay heat even after the reactor is shut down, so even a core catcher with heat resistance needs cooling to remove the decay heat. As described in Non-Patent Document 1, accident management (AM) measures for strengthening the safety function of a nuclear reactor have been proposed based on the knowledge obtained in the past severe accidents. As a measure against AM, in order to cool debris that is hot and the temperature rises due to decay heat, the method of injecting water from the condensate storage tank into the lower section of the containment vessel and the lower part of the containment vessel for spray water to the containment vessel drywell. There is a method that uses the inflow to the containment. Patent Document 1 discloses a technique of applying cooling water to the outer periphery of a core catcher to cool the water. In Patent Document 2, an upper support core catcher is provided in the pedestal space below the reactor pressure vessel, and thermal stress applied to the vessel by debris, specifically deformation due to thermal expansion and creep, is applied in the lower space of the vessel, which is the free end. Absorb to prevent damage to the core catcher. Further, Patent Document 3 describes a technique of arranging a high melting point material in the inner surface layer and a low thermal conductive material in the intermediate layer for heat resistance and heat insulation in order to maintain the soundness of the high ductility member of the outermost layer of the core catcher wall. Has been done.

特開昭59−13987号公報JP-A-59-13987 特開2010−271261号公報Japanese Unexamined Patent Publication No. 2010-271261 特開2008−241657号公報Japanese Unexamined Patent Publication No. 2008-241657

原子力安全基盤機構、“1”、JNES/SAE05−061、05解部報−0061、3−1頁−3−21頁、2004年Japan Nuclear Energy Safety Organization, "1", JNES / SAE05-061, 05 Solution Report-0061, pp. 3-1-3-21, 2004 Bal Raj Sehgal,Natural convection heat transfer in a stratified melt pool with volumetric heat generation,Proc.MASCA Seminar 2004,Aix−en−Provence,France,10−11 June 2004Bal Raj Sehgal, Natural convection heat convection heat in a stratified melt with volume with heat generation, Proc. MASCA Seminar 2004, Aix-en-Provence, France, 10-11 June 2004 F. B. Cheung, et al.,Critical Heat Flux(CHF) Phenomenon on a Downward Facing Curved Surface,NUREG/CR−6507, p.17 (1997)F. B. Cheung, et al. , Critical Heat Flux (CHF) Phenomenon on a Downward Facing Curved Surface, NUREG / CR-6507, p. 17 (1997) 門出政則,他,“垂直加熱平面上のプール沸騰における限界熱流束”、日本機械学会論文集(B編),63巻,605号,pp.256−260 (1997−1)Masanori Kadode, et al., "Limited Heat Flux in Pool Boiling on a Vertical Heating Plane", JSME Proceedings (Vol. B), Vol. 63, No. 605, pp. 256-260 (1997-1) 岡達,“プラスチック射出成形の基礎<その4>”、技能と技術,2000年4号,独立行政法人高齢・障害・求職者雇用支援機構 職業能力開発総合大学校基盤整備センター,2000年Tatsu Oka, "Basics of Plastic Injection Molding <Part 4>", Skills and Technology, No. 4, 2000, Japan Organization for Employment of the Elderly, Disabled, and Job Seekers, Vocational Ability Development College Infrastructure Development Center, 2000

図1に,外周を冷却水で満たした半球状コアキャッチャーの縦断面図を示す。上方の原子炉圧力容器から落下した液状のデブリは,コアキャッチャー内部で発熱と冷却による自然対流を生じる。コアキャッチャーによるデブリの保持と冷却条件が厳しくなるのは,大量のデブリが落下するケースである。
一般に自然対流熱伝達率は垂直平板や上面加熱平板で高く,下面加熱平板では低くなる。このため,冷却量の少ないデブリ下部から中央部のデブリは温度上昇による密度の低下で上昇流を生じ,壁面では良好に冷却されて密度が増加し下降する。デブリ中央部を上昇した高温のデブリが,コアキャッチャーの側面部に衝突するため,側壁(半球状コアキャッチャーがデブリで満たされた場合,図1の角度90度の位置)の熱流束は高く,一方でコアキャッチャー底部(図1の角度0度の位置)の熱流束は低下する。図2(非特許文献2より)に示した共晶塩を作動流体とする実験をはじめとして半円状壁断面と内部溶融物の傾斜角に対する熱流束の測定では,傾斜角0度と90度で最大5倍程度の熱流束(平均熱流束による規格化値)の差が報告されている。また,熱流束の増加は,壁面の傾斜角が30度を超えた領域で顕著である。一方,コアキャッチャーの外表面では高い熱流束では沸騰を生じて冷却水に熱が伝達される。コアキャッチャー底部で発生した沸騰蒸気は浮力のベクトルが流れ方向と交差するため滞留し易く,壁表面が蒸気に覆われて熱伝達率が低下する。側壁部では沸騰蒸気の浮力のベクトルが流れ方向と一致するため,蒸気が壁面から離脱し易くなり,壁表面が冷却水に接して熱伝達率が上昇する。また,壁面が蒸気に覆われ熱伝達率が大きく低下する膜沸騰状態を生じる熱流束(限界熱流束)も底部が低く,側壁部が高い特性を有する。式1に示す非特許文献3の評価では,自然循環冷却体系の定常加熱条件において半円状容器の底部(壁面の傾斜角Θ:0°)の限界熱流束Qchfは500kW/m2,側壁部(傾斜角Θ:90°)で限界熱流束最大値は1500kW/m2であり,非特許文献2の熱流束の傾向と同様に傾斜角0度と90度の限界熱流束の差は約3倍である。ここで,限界熱流束Qchfの評価式は式1に限るものではなく,熱伝達の体系,流体の種類や雰囲気条件によって適切なものを選択し良い。例えば,非特許文献3ではプール沸騰体系の場合,壁面の傾斜角0度から5度の限界熱流束Qchfは300kW/m2であり,垂直平板(傾斜角90°)では非特許文献4に記された評価式を用いると限界熱流束Qchfは1400kW/m2である。

(式1)Qchf(kW/m2)=500+13.3×Θ (0°<Θ<15°),
Qchf(kW/m2)=540+10.7×Θ (15°<Θ<90°)
FIG. 1 shows a vertical cross-sectional view of a hemispherical core catcher whose outer circumference is filled with cooling water. Liquid debris that falls from the upper reactor pressure vessel creates natural convection due to heat generation and cooling inside the core catcher. Debris retention and cooling conditions by the core catcher become strict when a large amount of debris falls.
Generally, the natural convection heat transfer coefficient is high for vertical plates and top heating plates, and low for bottom heating plates. For this reason, the debris from the lower part to the central part where the amount of cooling is small causes an ascending flow due to the decrease in density due to the temperature rise, and the wall surface is cooled well and the density increases and decreases. Since the high temperature debris that has risen in the center of the debris collides with the side surface of the core catcher, the heat flux on the side wall (when the hemispherical core catcher is filled with debris, the position at an angle of 90 degrees in FIG. 1) is high. On the other hand, the heat flux at the bottom of the core catcher (position at an angle of 0 degrees in FIG. 1) decreases. In the measurement of the heat flux with respect to the cross section of the semicircular wall and the inclination angle of the internal melt, including the experiment using the eutectic salt shown in FIG. 2 (from Non-Patent Document 2) as the working fluid, the inclination angles are 0 degrees and 90 degrees. A difference in heat flux (standardized value based on the average heat flux) of up to 5 times has been reported. In addition, the increase in heat flux is remarkable in the region where the inclination angle of the wall surface exceeds 30 degrees. On the other hand, on the outer surface of the core catcher, a high heat flux causes boiling and heat is transferred to the cooling water. The boiling steam generated at the bottom of the core catcher tends to stay because the buoyancy vector intersects the flow direction, and the wall surface is covered with steam, which reduces the heat transfer coefficient. At the side wall, the vector of the buoyancy of boiling steam coincides with the flow direction, so the steam easily separates from the wall surface, and the wall surface comes into contact with the cooling water, increasing the heat transfer coefficient. In addition, the heat flux (marginal heat flux) that causes a film boiling state in which the wall surface is covered with steam and the heat transfer coefficient is greatly reduced also has a low bottom and a high side wall. In the evaluation of Non-Patent Document 3 shown in Equation 1, the critical heat flux Qchf at the bottom of the semicircular container (inclination angle Θ: 0 ° of the wall surface) is 500 kW / m2 and the side wall (side wall) under the steady heating conditions of the natural circulation cooling system. The maximum value of the critical heat flux is 1500 kW / m2 at the inclination angle Θ: 90 °), and the difference between the critical heat flux at the inclination angle of 0 degree and 90 degrees is about 3 times as in the tendency of the heat flux of Non-Patent Document 2. is there. Here, the evaluation formula of the critical heat flux Qchf is not limited to the formula 1, and an appropriate formula may be selected depending on the heat transfer system, the type of fluid, and the atmospheric conditions. For example, in Non-Patent Document 3, in the case of the pool boiling system, the critical heat flux Qchf at an inclination angle of 0 to 5 degrees is 300 kW / m2, and in the case of a vertical flat plate (inclination angle of 90 °), it is described in Non-Patent Document 4. The critical heat flux Qchf is 1400 kW / m2 when the evaluation formula is used.

(Equation 1) Qchf (kW / m2) = 500 + 13.3 × Θ (0 ° <Θ <15 °),
Qchf (kW / m2) = 540 + 10.7 × Θ (15 ° <Θ <90 °)

図3に,コアキャッチャー壁を挟んで冷却水からデブリにわたる温度プロファイルを示す。温度の高低を上下方向で表現する。ここで,Lはコアキャッチャー壁厚さ(m),Tdはデブリ温度(K),Tiはコアキャッチャー壁内表面温度(K),Toはコアキャッチャー壁外表面温度(K),Tmはコアキャッチャー壁の融点(K),Twは冷却水温度(K),ΔTは沸騰熱伝達の壁面過熱度(K),Qbは沸騰熱伝達の熱流束(W/m2),Qcは熱伝導の熱流束(W/m2),Qnはデブリが液状の場合は自然対流熱伝達の熱流束(W/m2),デブリが固体の場合は熱伝導の熱流束(W/m2)を表す。冷却水からコアキャッチャー壁外表面には沸騰熱伝達で熱が伝わり,外表面温度Toは,水温より過熱度ΔTだけ高い値となる。コアキャッチャー壁内部は熱伝導で熱が伝わる。デブリからコアキャッチャー壁内表面には,デブリが液状の場合は自然対流熱伝達で,デブリが固体の場合は熱伝導で熱が伝わる。水は比熱と蒸発潜熱が大きく熱伝達良が良好なため,熱伝達量はコアキャッチャー壁外表面の沸騰熱伝達が支配的である。この伝熱体系で熱伝達量がバランスし,準定常状態になった時点で熱流束Qb,Qc,Qnは等しくなる。 FIG. 3 shows the temperature profile from the cooling water to the debris across the core catcher wall. The high and low temperatures are expressed in the vertical direction. Here, L is the core catcher wall thickness (m), Td is the debris temperature (K), Ti is the core catcher wall inner surface temperature (K), To is the core catcher wall outer surface temperature (K), and Tm is the core catcher. The melting point of the wall (K), Tw is the cooling water temperature (K), ΔT is the wall superheat degree (K) of boiling heat transfer, Qb is the heat flux of boiling heat transfer (W / m2), and Qc is the heat flux of heat conduction. (W / m2) and Qn represent the heat flux of natural convection heat transfer (W / m2) when the debris is liquid, and the heat flux of heat conduction (W / m2) when the debris is solid. Heat is transferred from the cooling water to the outer surface of the core catcher wall by boiling heat transfer, and the outer surface temperature To becomes a value higher than the water temperature by the degree of superheat ΔT. Heat is transferred inside the core catcher wall by heat conduction. From debris to the inner surface of the core catcher wall, heat is transferred by natural convection heat transfer when the debris is liquid, and by heat conduction when the debris is solid. Since water has a large specific heat and latent heat of vaporization and good heat transfer, the amount of heat transfer is dominated by boiling heat transfer on the outer surface of the core catcher wall. When the heat transfer amount is balanced in this heat transfer system and the quasi-steady state is reached, the heat fluxes Qb, Qc, and Qn become equal.

熱流束Qcとコアキャッチャー壁の外表面温度To,コアキャッチャー材の熱伝導率Rと融点Tmが与えられると熱伝導の式(式2)にしたがって,内表面温度が融点に達する壁面厚さLが求められる。式2は,一般的な壁面の熱伝導の式を変形したものである。

(式2)L=R×(Tm−To)/Qc

上式は,初期のコアキャッチャー壁厚さLを厚くすると,Qcが減少し(Qcが変わらないと仮定するとコアキャッチャー壁内表面温度Tiの上昇と等価),デブリを受け止めたコアキャッチャー内壁面が融点を越えて溶融して壁の厚さが減肉することを示している。式の形から熱伝導率の高い材質ほど,熱流束が低いほど減肉量が少なく内壁面溶融後の壁は厚くなる。コアキャッチャー外表面の熱流束が限界熱流束に達して膜沸騰に移行しない限り,式2に示した温度のバランスは保たれる。
Given the heat flux Qc, the outer surface temperature To of the core catcher wall, the thermal conductivity R of the core catcher material, and the melting point Tm, the wall thickness L where the inner surface temperature reaches the melting point according to the heat conduction equation (Equation 2). Is required. Equation 2 is a modification of the general equation for heat conduction on the wall surface.

(Equation 2) L = R × (Tm-To) / Qc

In the above equation, when the initial core catcher wall thickness L is increased, Qc decreases (assuming that Qc does not change, it is equivalent to an increase in the core catcher wall inner surface temperature Ti), and the core catcher inner wall surface that received debris It shows that the wall thickness is reduced by melting beyond the melting point. From the shape of the equation, the higher the thermal conductivity of the material and the lower the heat flux, the smaller the amount of wall thinning and the thicker the inner wall surface after melting. As long as the heat flux on the outer surface of the core catcher does not reach the limit heat flux and shift to film boiling, the temperature balance shown in Equation 2 is maintained.

図2に示した熱流束分布を式2に当てはめると,コアキャッチャーの断面は,図4に示すように底部30度までは比較的厚く(図4の領域A),30度を超えると側壁部が薄くなる(図4の領域B)。コアキャッチャーが健全である最少厚さは,熱流束が限界熱流束に達する時の値であり,且つ式2から熱流束が高いほど最少厚さは薄くなる。例えば,ステンレス材のコアキャッチャーでは傾斜角90度で限界熱流束1500kW/m2,外表面温度400K(冷却水との過熱度30℃を仮定),ステンレス材の熱伝導率16W/mK,ステンレス材の融点1700Kを代入すると,傾斜角90度のコアキャッチャー壁面の減肉後の厚さは,式2から約14mmになる。一方,底部では傾斜角0度で限界熱流束500kW/m2を代入すると約42mmである。この厚さ分布は,図2に示したように壁面の熱伝達量が傾斜角0度と90度で約3.5倍の差であることから,限界熱流束以下の条件を含み,壁の厚さは底部と側壁部で約3〜3.5倍の差が生じると考えられる。 When the heat flux distribution shown in FIG. 2 is applied to Equation 2, the cross section of the core catcher is relatively thick up to the bottom 30 degrees (region A in FIG. 4) as shown in FIG. 4, and the side wall portion exceeds 30 degrees. Becomes thinner (region B in FIG. 4). The minimum thickness at which the core catcher is sound is the value when the heat flux reaches the critical heat flux, and from Equation 2, the higher the heat flux, the thinner the minimum thickness. For example, in a stainless steel core catcher, the limit heat flux is 1500 kW / m2 at an inclination angle of 90 degrees, the outer surface temperature is 400 K (assuming a degree of superheat with cooling water of 30 ° C.), the thermal conductivity of stainless steel is 16 W / mK, and that of stainless steel. Substituting the melting point of 1700 K, the thickness of the wall surface of the core catcher having an inclination angle of 90 degrees after thinning becomes about 14 mm from Equation 2. On the other hand, at the bottom, when the inclination angle is 0 degrees and the critical heat flux of 500 kW / m2 is substituted, it is about 42 mm. As shown in FIG. 2, this thickness distribution includes the conditions below the critical heat flux because the amount of heat transfer on the wall surface is about 3.5 times different between the inclination angles of 0 degrees and 90 degrees. It is considered that the thickness differs by about 3 to 3.5 times between the bottom and the side wall.

以上の評価から,外周を冷却水で満たしたコアキャッチャーでは壁の材質がステンレスのケースで側壁部が最小で20mm以下に減肉するため,融点に近い高温時に重量百数十トンの炉心全量を保持するケースを想定すると,壁面の補強が必要と考えられる。
このような課題に対して,特許文献2ではペデスタル空間に上部支持のコアキャッチャーを設け,デブリによる容器の膨張とクリープ変形を許容し,自由端である容器下部空間で変形を吸収する。しかし,コアキャッチャーの側壁部が減肉した状態でデブリの重量によって下方に引張り応力が掛かるため,側壁部のさらなる減肉や破断が発生する可能性がある。
一般に,このような減肉の進展や側壁部の破断防止の補強対策として,側壁部を非特許文献5に示すようなリブ構造とすることが有効である。特に,コアキャッチャーの補強では,側壁の減肉部の形状が縦断面の高さ方向の一部(鉛直軸からの傾斜角が30度より上方)に生じるため縦リブが有効であるとともに,減肉と温度上昇によるコアキャッチャー壁の周方向の伸びを支えるため,横リブも必要である。
Based on the above evaluation, in a core catcher whose outer circumference is filled with cooling water, the wall material is a stainless steel case and the side wall is reduced to 20 mm or less at the minimum, so the total amount of the core weighing a hundred and several tens of tons at high temperatures near the melting point Assuming a case of holding, it is considered necessary to reinforce the wall surface.
In response to such a problem, Patent Document 2 provides a core catcher for supporting the upper part in the pedestal space, allows expansion and creep deformation of the container due to debris, and absorbs the deformation in the lower space of the container which is a free end. However, when the side wall of the core catcher is thinned, tensile stress is applied downward due to the weight of the debris, which may cause further wall thinning or breakage of the side wall.
In general, it is effective to make the side wall portion have a rib structure as shown in Non-Patent Document 5 as a reinforcing measure for preventing such progress of wall thinning and breakage of the side wall portion. In particular, in the reinforcement of the core catcher, the vertical ribs are effective and reduced because the shape of the thinned portion of the side wall is formed in a part of the vertical cross section in the height direction (the inclination angle from the vertical axis is above 30 degrees). Lateral ribs are also needed to support the circumferential elongation of the core catcher wall due to meat and temperature rise.

図5は,壁面の荷重を支えるため縦リブを取り付けた場合の壁の水平断面図を示す。図3を用いて説明したように,リブの接合による壁厚さの増加は式2で壁面厚さLを増加させた場合と同様であり,除熱熱流束に対して壁が厚いと図5(1)に示すようにデブリの熱が通過する壁厚さが見かけ上増加する(破線は冷却水に接する壁面に対する減肉後の壁厚さに相当する距離を示す)。その結果,図5(2)に示すように内壁面の減肉で欠損が生じ,コアキャッチャーの壁面強度の低下に繋がる可能性がある。
横リブを取り付けた場合,縦リブ同様に内壁面の減肉で欠損が生じるだけでなく,図1に示したような発生蒸気の浮力等による密度差を駆動力とする外壁面に沿った上昇流が,横リブが障害物となって阻止される。このため,横リブ後流部分の壁の冷却が阻害され,壁面の熱伝達形態が膜沸騰に移行して,壁が溶融破損する可能性がある。
コアキャッチャー壁外側に満たされた冷却水の流動は,図1に示したように底部での核沸騰によって発生した蒸気が,微傾斜の底部から壁面に沿って傾斜角の大きな側面に徐々に移動し,さらなる核沸騰蒸気を加えて浮力によって加速された流れに乗って上方に抜ける。このような流動状態に対して底部から縦リブを設けると,半球最下点で縦リブが交差するため,交差するリブの頂点に仕切られた空間が形成される。底部で発生した蒸気が交差するリブの開放側に移動する場合は問題ないが,交差するリブの頂点側に移動して滞留して蓄積すると限界熱流束の低下を招き膜沸騰に遷移する可能性がある。膜沸騰への繊維は前述のように,コアキャッチャー壁の溶融,減肉に繋がる。
FIG. 5 shows a horizontal cross-sectional view of the wall when vertical ribs are attached to support the load on the wall surface. As explained with reference to FIG. 3, the increase in the wall thickness due to the joining of the ribs is the same as the case where the wall thickness L is increased in Equation 2, and when the wall is thicker than the heat flux removal heat flux, FIG. As shown in (1), the wall thickness through which the heat of debris passes increases apparently (the broken line indicates the distance corresponding to the wall thickness after thinning with respect to the wall surface in contact with the cooling water). As a result, as shown in FIG. 5 (2), a defect may occur due to the thinning of the inner wall surface, which may lead to a decrease in the wall surface strength of the core catcher.
When the horizontal ribs are attached, not only is the inner wall surface thinned to cause defects as in the vertical ribs, but also the rise along the outer wall surface driven by the density difference due to the buoyancy of the generated steam as shown in FIG. The flow is blocked by the lateral ribs as an obstacle. For this reason, cooling of the wall in the wake portion of the lateral rib is hindered, the heat transfer form of the wall surface shifts to film boiling, and the wall may be melted and damaged.
As shown in Fig. 1, the flow of cooling water filled on the outside of the core catcher wall is such that the steam generated by the nucleate boiling at the bottom gradually moves from the slightly inclined bottom to the side with a large inclination angle along the wall surface. Then, add more nucleate boiling steam and ride on the flow accelerated by buoyancy and escape upward. If vertical ribs are provided from the bottom in such a flow state, the vertical ribs intersect at the lowest point of the hemisphere, so that a space partitioned at the vertices of the intersecting ribs is formed. There is no problem if the steam generated at the bottom moves to the open side of the intersecting ribs, but if it moves to the apex side of the intersecting ribs and stays and accumulates, the critical heat flux may decrease and the membrane may boil. There is. As mentioned above, the fibers to the membrane boiling lead to melting and thinning of the core catcher wall.

次に特許文献3では,耐熱部材と断熱部材によってデブリの断熱性が高まるため,他に冷却源が無ければ崩壊熱によってデブリ温度が上昇する。また,耐熱部材と断熱部材が重なって壁が厚くなるため,式2に示した特性に従って,崩壊熱に相当する除熱熱流束に対応して内壁温度が耐熱部材と断熱部材を配置しないケースより高まる。耐熱材に接するデブリ温度が耐熱部材の融点に達すると耐熱部材が溶融し,続いて耐熱性のない断熱部材と外層部材が溶融する。また,断熱部材の融点が低い場合は,耐熱部材の溶融より先に断熱部材が溶融する可能性もある。
デブリのような気化温度の高い発熱物質を保持する場合,耐熱材で断熱しても除熱量が発熱量にバランスしない限り温度が上昇して,耐熱材が溶融し,壁面の熱負荷が高くなる。また,壁を厚くしても除熱量と発熱量がバランスする内外壁温度になるまで壁が溶融するため,準定常的な壁厚さが部材の熱伝導率等の物性に依存する最小値を超えることは無い。このため,断熱するよりむしろデブリ温度が下がるように除熱を促進する方法や,犠牲材の溶融にデブリの熱を消費させる方法が有効である。
一方,デブリの落下時や,準定常的な熱バランスに到達するまでの過渡的な状態においては,初期のデブリ温度が高い場合,コアキャッチャー壁面の加熱量が図3を用いて説明した準定常的な除熱量を超えることがある。これによって,壁厚さが除熱量と発熱量のバランスに基づく値より薄くなる可能性がある。このような過渡的な壁面の加熱を防止する必要もある。
Next, in Patent Document 3, since the heat insulating member and the heat insulating member enhance the heat insulating property of the debris, the debris temperature rises due to the decay heat if there is no other cooling source. In addition, since the heat-resistant member and the heat-insulating member overlap to make the wall thicker, the inner wall temperature corresponds to the heat-removing heat flux corresponding to the decay heat according to the characteristics shown in Equation 2, compared to the case where the heat-resistant member and the heat-insulating member are not arranged. Increase. When the debris temperature in contact with the heat-resistant material reaches the melting point of the heat-resistant member, the heat-resistant member melts, and then the heat-resistant member and the outer layer member melt. Further, if the melting point of the heat insulating member is low, the heat insulating member may melt before the heat resistant member melts.
When holding a heat-generating substance with a high vaporization temperature such as debris, even if heat-insulated with a heat-resistant material, the temperature rises unless the amount of heat removed is balanced with the amount of heat generated, the heat-resistant material melts, and the heat load on the wall surface increases. .. In addition, even if the wall is thickened, the wall melts until the temperature of the inner and outer walls is balanced between the amount of heat removed and the amount of heat generated. Therefore, the semi-steady wall thickness is the minimum value that depends on the physical properties such as the thermal conductivity of the member. It will not exceed. For this reason, it is effective to promote heat removal so that the debris temperature drops rather than to insulate, or to consume the heat of debris to melt the sacrificial material.
On the other hand, when the debris falls or in a transient state until the semi-steady heat balance is reached, when the initial debris temperature is high, the heating amount of the core catcher wall surface is the semi-steady state described with reference to FIG. The amount of heat removed may be exceeded. As a result, the wall thickness may be thinner than the value based on the balance between the amount of heat removed and the amount of heat generated. It is also necessary to prevent such transient heating of the wall surface.

本発明は、上記に鑑みてなされたもので、原子炉格納容器内に設置する外面冷却型のコアキャッチャーにおいて,高温のデブリを受け止めた場合に,コアキャッチャーの壁面を確実に冷却するとともに,デブリの侵食に対して壁の構造強度を確保することによって,デブリの格納容器床面への落下を防止して格納容器の破損を防止することを目的とする。 The present invention has been made in view of the above. In the outer surface cooling type core catcher installed in the reactor containment vessel, when a high temperature debris is received, the wall surface of the core catcher is surely cooled and the debris is debris. The purpose is to prevent debris from falling onto the containment vessel floor and prevent damage to the containment vessel by ensuring the structural strength of the wall against erosion.

上記目的を達成するために本発明のコアキャッチャーは、デブリの熱負荷を受けるコアキャッチャー壁面と,その外壁面に接合しデブリの壁への荷重を支える縦リブで構成される。
コアキャッチャー壁接合部分の縦リブ周方向厚さが,コアキャッチャー壁厚さより薄くし,好ましくは式2で計算される限界熱流束に対応した減肉後のコアキャッチャー壁厚さより薄くする。
コアキャッチャー外壁面と間隙を介して縦リブを支持する横リブを設ける。
横リブ接合部分の縦リブ周方向厚さを,コアキャッチャー壁接合部分の縦リブ周方向厚さより厚くしても良い。
コアキャッチャー壁を高熱伝導率,且つ高融点,且つ高靭性の材質で構成する。具体的には,ステンレス鋼,あるいは炭素鋼,あるいはタングステン鋼,あるいはモリブデン鋼で構成する。
コアキャッチャー壁を多重構造とし,内壁を高熱伝導率,且つ高融点,且つ高靭性の材質(ステンレス鋼,あるいは炭素鋼,あるいはタングステン鋼,あるいはモリブデン鋼)で構成し,外壁を超高熱伝導率(銅,あるいは真鍮,あるいはアルミニウム)の材質で構成しても良い。
コアキャッチャー壁面の内側に,壁の材質より融点の低い犠牲材を貼り付ける。具体的には,コンクリート,あるいは二酸化ケイ素を貼り付ける。また,コアキャッチャーの内部に,壁の材質より融点の低い犠牲材を配置しても良い。具体的には,コンクリート塊,あるいは二酸化ケイ素塊を配置する。
壁面が半球状のコアキャッチャーにおいては,前記縦リブがコアキャッチャー中心の鉛直軸と半球中心軸水平面との接点を基点に,鉛直軸と30度(経方向周長が底部から1/3)以下から90度(上端)以上までの外壁面を接合することを特徴とする。
壁面が円筒状のコアキャッチャーにおいては,前記縦リブがコアキャッチャー上下端の底部から1/3より下方からコアキャッチャー上端までの外壁面を接合することを特徴とする。
コアキャッチャーの架台が,コアキャッチャー中心の鉛直軸と半球中心軸水平面との接点を基点に,鉛直軸と30度以下のコアキャッチャー外壁面を支持することを特徴とする。また,コアキャッチャーの架台が前記縦リブに接合されてコアキャッチャーを支持することを特徴とする。コアキャッチャーの架台が横リブに接合されてコアキャッチャーを支持することを特徴とする。また,コアキャッチャーの架台が前記の組み合わせによって支持されることを特徴とする。
コアキャッチャー外壁面を外側に突の外折リブ形状とし,コアキャッチャー外壁面と間隙を介して外折リブ先端を支持する横リブを設けても良い。
好ましくは,縦リブ垂直面にほぼ直行する向きに,縦リブ外周側から内周側に向かって上向きの傾斜を有す導流板をコアキャッチャー外壁面に対して間隙を保持して接合しても良い。
コアキャッチャー上端に中央部が下に突の防水板を全周接合しても良く。コアキャッチャー上端に,コアキャッチャー壁上端に全周接合され横リブ上方空間にわたる導流板を設けても良い。
コアキャッチャー外壁面を外側に突の外折リブ形状とし,コアキャッチャー外壁面と間隙を介して外折リブ先端を支持する横リブを設けても良い。
In order to achieve the above object, the core catcher of the present invention is composed of a core catcher wall surface that receives the heat load of debris and vertical ribs that are joined to the outer wall surface to support the load on the debris wall.
The thickness of the core catcher wall joint in the circumferential direction of the vertical rib is made thinner than the core catcher wall thickness, preferably thinner than the core catcher wall thickness after thinning corresponding to the critical heat flux calculated by Equation 2.
A horizontal rib that supports the vertical rib is provided through a gap with the outer wall surface of the core catcher.
The vertical rib circumferential thickness of the horizontal rib joint portion may be thicker than the vertical rib circumferential thickness of the core catcher wall joint portion.
The core catcher wall is made of a material with high thermal conductivity, high melting point, and high toughness. Specifically, it is composed of stainless steel, carbon steel, tungsten steel, or molybdenum steel.
The core catcher wall has a multi-layer structure, the inner wall is made of a material with high thermal conductivity, high melting point, and high toughness (stainless steel, carbon steel, tungsten steel, or molybdenum steel), and the outer wall is ultra-high thermal conductivity ( It may be made of a material (copper, brass, or aluminum).
A sacrificial material with a melting point lower than that of the wall material is attached to the inside of the core catcher wall surface. Specifically, concrete or silicon dioxide is attached. Further, a sacrificial material having a melting point lower than that of the wall material may be placed inside the core catcher. Specifically, a concrete block or a silicon dioxide block is placed.
In a core catcher whose wall surface is hemispherical, the vertical rib is 30 degrees or less (perimeter in the longitudinal direction is 1/3 from the bottom) or less from the contact point between the vertical axis at the center of the core catcher and the horizontal plane of the hemispherical center axis. It is characterized by joining outer wall surfaces up to 90 degrees (upper end) or more.
A core catcher having a cylindrical wall surface is characterized in that the vertical ribs join the outer wall surface from the bottom of the upper and lower ends of the core catcher to the lower end of the core catcher from below 1/3.
The core catcher mount is characterized in that it supports the vertical axis and the outer wall surface of the core catcher at 30 degrees or less with the contact point between the vertical axis at the center of the core catcher and the horizontal plane of the hemispherical central axis as a base point. Further, the frame of the core catcher is joined to the vertical ribs to support the core catcher. The core catcher pedestal is joined to the lateral ribs to support the core catcher. Further, the core catcher mount is supported by the above combination.
The outer wall surface of the core catcher may be shaped like an outer folding rib that protrudes outward, and a horizontal rib that supports the tip of the outer folding rib via a gap with the outer wall surface of the core catcher may be provided.
Preferably, a flow guide plate having an upward inclination from the outer peripheral side to the inner peripheral side of the vertical rib is joined to the outer wall surface of the core catcher while maintaining a gap in a direction substantially orthogonal to the vertical surface of the vertical rib. Is also good.
A waterproof plate with a central part protruding downward may be joined to the upper end of the core catcher all around. At the upper end of the core catcher, a guide plate that is joined to the upper end of the core catcher wall all around and extends over the space above the lateral rib may be provided.
The outer wall surface of the core catcher may be shaped like an outer folding rib that protrudes outward, and a horizontal rib that supports the tip of the outer folding rib via a gap with the outer wall surface of the core catcher may be provided.

本発明によれば、原子炉圧力容器から落下するデブリを受け止め,長期にわたって確実に冷却するとともに,原子炉格納容器床面へのデブリの落下を阻止して原子炉格納容器の破損を防止可能な,原子炉の安全性を高めるコアキャッチャーを提供できる。 According to the present invention, it is possible to catch the debris falling from the reactor pressure vessel, cool it reliably for a long period of time, and prevent the debris from falling to the floor surface of the reactor containment vessel to prevent damage to the reactor containment vessel. , Can provide a core catcher that enhances the safety of the reactor.

本発明の第1実施例に係るコアキャッチャーとその内外の流体挙動を表す縦断面図である。It is a vertical cross-sectional view which shows the core catcher which concerns on 1st Example of this invention, and the fluid behavior inside and outside the core catcher. 本発明の第1実施例に係るコアキャッチャー壁面の熱流束分布を表す数値グラフである。It is a numerical graph which shows the heat flux distribution of the core catcher wall surface which concerns on 1st Example of this invention. 本発明の第1実施例に係るコアキャッチャー壁内外の温度プロファイルを表す模式図である。It is a schematic diagram which shows the temperature profile inside and outside the core catcher wall which concerns on 1st Example of this invention. 本発明の第1実施例に係るコアキャッチャー壁の溶融減肉挙動を表す縦断面図である。It is a vertical cross-sectional view which shows the melt thinning behavior of the core catcher wall which concerns on 1st Example of this invention. 本発明の第1実施例に係るコアキャッチャー壁とリブの溶融の相互作用を表す断面図である。It is sectional drawing which shows the interaction of melting of a core catcher wall and a rib which concerns on 1st Example of this invention. 本発明の実施例に係るコアキャッチャーを適用する原子炉の概略構成を表す縦断面図である。It is a vertical cross-sectional view which shows the schematic structure of the nuclear reactor to which the core catcher which concerns on embodiment of this invention is applied. 本発明の第1実施例に係るコアキャッチャーの外観を表す鳥瞰図である。It is a bird's-eye view which shows the appearance of the core catcher which concerns on 1st Embodiment of this invention. 本発明の第1実施例に係るコアキャッチャーの構造を表す縦断面図と水平断面図である。It is a vertical sectional view and a horizontal sectional view which show the structure of the core catcher which concerns on 1st Example of this invention. 本発明の第1実施例に係る縦リブ形状を表す水平断面図である。It is a horizontal cross-sectional view which shows the vertical rib shape which concerns on 1st Example of this invention. 本発明の第1実施例の変形例に係る縦リブ形状を表す水平断面図である。It is a horizontal cross-sectional view which shows the vertical rib shape which concerns on the modification of 1st Example of this invention. 本発明の第2実施例に係るコアキャッチャーの構造を表す縦断面図と水平断面図である。It is a vertical sectional view and a horizontal sectional view which show the structure of the core catcher which concerns on 2nd Embodiment of this invention. 本発明の第3実施例に係るコアキャッチャーの構造を表す縦断面図である。It is a vertical cross-sectional view which shows the structure of the core catcher which concerns on 3rd Example of this invention. 本発明の第4実施例に係るコアキャッチャーの構造を表す縦断面図である。It is a vertical cross-sectional view which shows the structure of the core catcher which concerns on 4th Embodiment of this invention. 本発明の第4実施例の変形例に係るコアキャッチャーの構造を表す縦断面図である。It is a vertical cross-sectional view which shows the structure of the core catcher which concerns on the modification of 4th Example of this invention. 本発明の第5実施例に係るコアキャッチャー架台の構造を表す縦断面図である。It is a vertical cross-sectional view which shows the structure of the core catcher pedestal which concerns on 5th Embodiment of this invention. 本発明の第5実施例の変形例に係るコアキャッチャー架台の構造を表す縦断面図である。It is a vertical cross-sectional view which shows the structure of the core catcher pedestal which concerns on the modification of 5th Example of this invention. 本発明の第5実施例の変形例に係るコアキャッチャー架台の構造を表す縦断面図である。It is a vertical cross-sectional view which shows the structure of the core catcher pedestal which concerns on the modification of 5th Example of this invention. 本発明の第6実施例に係る縦リブ形状を表す縦断面図と水平断面図である。It is a vertical sectional view and a horizontal sectional view which represent the vertical rib shape which concerns on 6th Example of this invention. 本発明の第7実施例に係る縦リブ形状を表す水平断面図である。It is a horizontal cross-sectional view which shows the vertical rib shape which concerns on 7th Example of this invention. 本発明の第8実施例に係るコアキャッチャーの構造を表す縦断面である。It is a vertical cross section which represents the structure of the core catcher which concerns on 8th Embodiment of this invention.

<第1実施例>
図6は、本実施例に係るコアキャッチャーを適用する原子炉の一構成例の概略構成を表す縦断面図である。図6では、沸騰水型原子炉を例示している。以下、本発明を沸騰水型原子炉に適用した場合を説明するが、本発明は、加圧水型原子炉等の軽水炉、高速増殖炉、新型転換炉、高温ガス炉など他の型式の原子炉に対しても適用可能である。
<First Example>
FIG. 6 is a vertical cross-sectional view showing a schematic configuration of a configuration example of a nuclear reactor to which the core catcher according to the present embodiment is applied. FIG. 6 illustrates a boiling water reactor. Hereinafter, the case where the present invention is applied to a boiling water reactor will be described, but the present invention is applied to other types of reactors such as light water reactors such as pressurized water reactors, fast breeder reactors, advanced thermal reactors, and HTGRs. It is also applicable to this.

図6に示すように、原子炉40は、原子炉圧力容器(圧力容器)1、原子炉格納容器(格納容器)41及び原子炉建屋42を備えている。原子炉建屋42は、格納容器41の外周側に格納容器41を取り囲むように設けられている。格納容器41内に、圧力容器1が格納されている。 As shown in FIG. 6, the reactor 40 includes a reactor pressure vessel (pressure vessel) 1, a reactor containment vessel (containment vessel) 41, and a reactor building 42. The reactor building 42 is provided on the outer peripheral side of the containment vessel 41 so as to surround the containment vessel 41. The pressure vessel 1 is stored in the containment vessel 41.

圧力容器1は、炉心シュラウド55を収納している。炉心シュラウド55内には、複数の燃料集合体56が装荷された炉心50が格納されている。複数の燃料集合体56の下端部は炉心支持板57により支持され、上端部は上部格子板58により保持されている。燃料集合体56は、核燃料物質として、例えば、ウラン燃料のペレットをジルカロイ製の被覆管内にその軸方向に複数充填した燃料棒を有している。圧力容器1内の炉心50の下方には、複数の制御棒案内管59が設けられている。各制御棒案内管59内には、燃料集合体56間に出し入れされて原子炉出力を制御する制御棒60が設けられている。圧力容器1の下鏡61には、制御棒駆動機構(不図示)を収容する複数の制御棒駆動機構ハウジング5が取り付けられている。 The pressure vessel 1 houses the core shroud 55. In the core shroud 55, a core 50 loaded with a plurality of fuel assemblies 56 is stored. The lower end of the plurality of fuel assemblies 56 is supported by the core support plate 57, and the upper end is held by the upper grid plate 58. The fuel assembly 56 has, for example, a fuel rod in which a plurality of pellets of uranium fuel are vertically filled in a Zircaloy cladding tube as a nuclear fuel material. A plurality of control rod guide pipes 59 are provided below the core 50 in the pressure vessel 1. In each control rod guide pipe 59, control rods 60 that are taken in and out between the fuel assemblies 56 to control the reactor output are provided. A plurality of control rod drive mechanism housings 5 for accommodating control rod drive mechanisms (not shown) are attached to the lower mirror 61 of the pressure vessel 1.

格納容器41は、気密性を有するように円筒状に形成されている。格納容器41の上部には、上蓋43が取り外し可能に取り付けられている。格納容器41は、冷却水が充填された圧力抑制プールを有する圧力抑制室(ウェットウェル)45等を備えている。格納容器41の内部には、ドライウェル44、格納容器下部空間2などが設けられている。ドライウェル44は、圧力容器1等を取り囲むように設けられている。格納容器下部空間2は、圧力容器1の下方に設けられ、複数の制御棒駆動機構ハウジング5等を収容している。ドライウェル44と格納容器下部空間2は、格納容器41の底部に形成されたコンクリート製の格納容器床面(床面)3から上方向に立設する筒状のペデスタル62により区画されている。格納容器41における圧力容器1の下方の床面3にはコアキャッチャー10が配置されている。以下、コアキャッチャー10について説明する。 The containment vessel 41 is formed in a cylindrical shape so as to have airtightness. An upper lid 43 is detachably attached to the upper part of the containment vessel 41. The containment vessel 41 includes a pressure suppression chamber (wet well) 45 or the like having a pressure suppression pool filled with cooling water. A dry well 44, a storage container lower space 2, and the like are provided inside the storage container 41. The dry well 44 is provided so as to surround the pressure vessel 1 and the like. The containment vessel lower space 2 is provided below the pressure vessel 1 and accommodates a plurality of control rod drive mechanism housings 5, and the like. The dry well 44 and the containment vessel lower space 2 are partitioned by a tubular pedestal 62 that is erected upward from the concrete containment vessel floor surface (floor surface) 3 formed at the bottom of the containment vessel 41. A core catcher 10 is arranged on the floor surface 3 below the pressure vessel 1 in the containment vessel 41. Hereinafter, the core catcher 10 will be described.

図7は本発明のコアキャッチャーの外観を表す鳥瞰図,図8はコアキャッチャーの構造を表す縦断面図(A−A‘縦断面)と水平断面図(B−B‘水平断面),図9は縦リブ形状を表す水平断面図である。
本実施例では,図7に示すようにデブリD1を受け止めるコアキャッチャー10は,半球状のコアキャッチャー壁11と,その壁面に接合された縦リブ12と,コアキャッチャー壁11に対して間隙14を介し縦リブ12の外周側に接合された横リブ13で構成される。横リブ13の構成上の要点は,コアキャッチャー壁11に接触していないことである。ここで,縦リブ12と横リブ13の本数は特に限定するものではなく,デブリD1を受け止めた後のコアキャッチャー壁11の熱負荷と構造強度を評価して必要数を決めて良い。
FIG. 7 is a bird's-eye view showing the appearance of the core catcher of the present invention, FIG. 8 is a vertical sectional view (AA'vertical section) and a horizontal sectional view (BB'horizontal section) showing the structure of the core catcher, and FIG. 9 is a horizontal sectional view. It is a horizontal sectional view showing a vertical rib shape.
In this embodiment, as shown in FIG. 7, the core catcher 10 that receives the debris D1 has a hemispherical core catcher wall 11, a vertical rib 12 joined to the wall surface, and a gap 14 with respect to the core catcher wall 11. It is composed of horizontal ribs 13 joined to the outer peripheral side of the vertical ribs 12 through the holes. The structural point of the lateral rib 13 is that it is not in contact with the core catcher wall 11. Here, the number of vertical ribs 12 and horizontal ribs 13 is not particularly limited, and the required number may be determined by evaluating the heat load and structural strength of the core catcher wall 11 after receiving the debris D1.

図8の縦断面図に示すように、縦リブ12はコアキャッチャー10中心の鉛直軸と半球中心軸水平面との接点を基点に,鉛直軸と30度(経方向周長が底部から1/3)のコアキャッチャー壁11外表面から,90度(上端)以上までの外面に連続的に接合されている。縦リブ12によって,図2と図4を用いて説明した傾斜角30度以上の壁面での溶融,減肉によるコアキャッチャー壁11の構造強度の低下が補われるため,デブリD1を保持する機能が保たれる。一方,溶融,減肉によって,コアキャッチャー壁11にはデブリD1の熱と荷重によって周方向に伸びる応力が発生する。これに対して横リブ13が縦リブ12を介してコアキャッチャー壁11を支持しているため,コアキャッチャー壁11の周方向の伸びが防止される。
縦リブ12によって傾斜角30度以上のコアキャッチャー壁11外側の冷却水W1の流動径路は縦方向に制限されるが,図1で説明したようにコアキャッチャー壁11の外表面に沿った冷却水W1の流れが沸騰蒸気の浮力に駆動された縦方向の流れであるため,コアキャッチャー壁11の外面冷却への影響は少ない。
コアキャッチャー壁11の底部外表面では,沸騰蒸気の浮力のベクトルが壁表面と交差するため蒸気の流速が遅くコアキャッチャー壁11底部外表面に滞留し易くなる。底部外表面に障害物があると,滞留蒸気が抜けにくくなって膜沸騰に遷移する可能性があるが,本実施例では,縦リブ12接合箇所を傾斜角30°以上に制限してコアキャッチャー壁11の底部外表面を障害物の無い構造にすることによって,底部外表面からの蒸気の移動を円滑にしている。
As shown in the vertical cross-sectional view of FIG. 8, the vertical rib 12 is 30 degrees from the vertical axis (the circumference in the longitudinal direction is 1/3 from the bottom) with respect to the contact point between the vertical axis at the center of the core catcher 10 and the horizontal plane of the hemispherical central axis. ) From the outer surface of the core catcher wall 11 to the outer surface up to 90 degrees (upper end) or more. Since the vertical rib 12 compensates for the decrease in the structural strength of the core catcher wall 11 due to melting and thinning on the wall surface having an inclination angle of 30 degrees or more described with reference to FIGS. 2 and 4, the function of holding the debris D1 is provided. Be kept. On the other hand, due to melting and thinning, stress extending in the circumferential direction is generated on the core catcher wall 11 due to the heat and load of the debris D1. On the other hand, since the horizontal rib 13 supports the core catcher wall 11 via the vertical rib 12, the core catcher wall 11 is prevented from extending in the circumferential direction.
The flow path of the cooling water W1 outside the core catcher wall 11 having an inclination angle of 30 degrees or more is restricted in the vertical direction by the vertical ribs 12, but as described with reference to FIG. 1, the cooling water along the outer surface of the core catcher wall 11 Since the flow of W1 is a vertical flow driven by the buoyancy of boiling steam, the influence on the outer surface cooling of the core catcher wall 11 is small.
On the outer surface of the bottom of the core catcher wall 11, the vector of the buoyancy of boiling steam intersects the surface of the wall, so that the flow velocity of the steam is slow and it tends to stay on the outer surface of the bottom of the core catcher wall 11. If there is an obstacle on the outer surface of the bottom, it may be difficult for the retained steam to escape and the film may boil. However, in this embodiment, the vertical rib 12 joint is limited to an inclination angle of 30 ° or more and the core catcher is used. By making the outer surface of the bottom of the wall 11 unobstructed, the movement of steam from the outer surface of the bottom is smoothed.

また,図9(1)の水平断面に示すように,コアキャッチャー壁11の外表面から破線で示す距離が冷却水W1の冷却で壁面温度がコアキャッチャー壁11の融点に保たれる範囲である。縦リブ12をコアキャッチャー壁11厚さより薄くすることによって,縦リブ12両面からの冷却で図9(2)に示すコアキャッチャー壁11の溶融,減肉による欠損C1が緩和されるとともに,縦リブ12は伝熱フィンとしても機能するため,コアキャッチャー壁11の縦リブ12接合部での溶融,減肉が防止される。 Further, as shown in the horizontal cross section of FIG. 9 (1), the distance shown by the broken line from the outer surface of the core catcher wall 11 is the range in which the wall surface temperature is maintained at the melting point of the core catcher wall 11 by cooling the cooling water W1. .. By making the vertical rib 12 thinner than the thickness of the core catcher wall 11, cooling from both sides of the vertical rib 12 alleviates the melting and thinning of the core catcher wall 11 shown in FIG. 9 (2), and the defect C1 is alleviated. Since the 12 also functions as a heat transfer fin, melting and thinning at the joint portion of the vertical rib 12 of the core catcher wall 11 are prevented.

図10は,第1実施例の変形例に係る縦リブ形状を表す水平断面図である。上記の溶融,減肉を防止するため縦リブ12を薄くする必要があるが,縦リブ12の強度が低下する課題がある。これに対して間隙14の幅を狭める方法があるが,間隙14を極端に狭くした場合,冷却水W1の流動が阻害される可能性がある。本実施例の変形例は,図10に示すように,縦リブ12の形状をコアキャッチャー壁11の接合部では薄く,横リブ13側では厚くしたものである。これによって,図5に示したコアキャッチャー壁11の欠損を起こすことなく,縦リブ12の構造強度が高まる。図10(1)は縦リブ12の中間から厚さを増加させた例であり,図10(2)は縦リブ12の厚さを段階的に変えた例である。 FIG. 10 is a horizontal cross-sectional view showing a vertical rib shape according to a modified example of the first embodiment. It is necessary to make the vertical ribs 12 thinner in order to prevent the above-mentioned melting and thinning, but there is a problem that the strength of the vertical ribs 12 is lowered. On the other hand, there is a method of narrowing the width of the gap 14, but if the gap 14 is extremely narrowed, the flow of the cooling water W1 may be hindered. In a modified example of this embodiment, as shown in FIG. 10, the shape of the vertical rib 12 is thin at the joint portion of the core catcher wall 11 and thick at the horizontal rib 13 side. As a result, the structural strength of the vertical rib 12 is increased without causing the core catcher wall 11 shown in FIG. 5 to be damaged. FIG. 10 (1) is an example in which the thickness is increased from the middle of the vertical rib 12, and FIG. 10 (2) is an example in which the thickness of the vertical rib 12 is changed stepwise.

コアキャッチャー壁11の材質は,高熱伝導率,且つ高融点,且つ高靭性の材質が適しており,ステンレス鋼,あるいは炭素鋼,あるいはタングステン鋼,あるいはモリブデン鋼で構成する。例えば,ステンレス鋼を用いた場合,式1で計算した傾斜角90度の位置の熱流束とステンレスの物性値,大気圧の冷却水条件に基づくコアキャッチャー壁11の外表面温度を式2に代入すると減肉後の壁厚さは約15mmである。また,炭素鋼を用いた場合は,約40mmである。 The material of the core catcher wall 11 is suitable to have high thermal conductivity, high melting point, and high toughness, and is made of stainless steel, carbon steel, tungsten steel, or molybdenum steel. For example, when stainless steel is used, the heat flux at the position of an inclination angle of 90 degrees calculated in Equation 1, the physical properties of stainless steel, and the outer surface temperature of the core catcher wall 11 based on the cooling water conditions at atmospheric pressure are substituted into Equation 2. Then, the wall thickness after thinning is about 15 mm. When carbon steel is used, it is about 40 mm.

以上の本実施例によれば,炉心が溶融し原子炉圧力容器が破損するようなシビアアクシデント時に,原子炉圧力容器から落下した炉心溶融物(デブリ)を冷却,保持する外面冷却型のコアキャッチャーにおいて,コアキャッチャーの壁面を確実に冷却するとともに,デブリの熱による壁の溶融,減肉対してコアキャッチャー壁の構造強度を確保することが出来る。これによって,デブリの格納容器床面への落下を防止して格納容器の破損を防止できるため,原子炉の安全性が向上する。 According to the above embodiment, an external cooling type core catcher that cools and holds the core melt (debris) that has fallen from the reactor pressure vessel in the event of a severe accident in which the core melts and the reactor pressure vessel is damaged. In this case, the wall surface of the core catcher can be reliably cooled, and the structural strength of the core catcher wall can be ensured against melting and thinning of the wall due to the heat of debris. This prevents debris from falling to the floor of the containment vessel and prevents damage to the containment vessel, thus improving the safety of the reactor.

<第2実施例>
本発明の第2実施例について,図11を参照して詳細に説明する。図11は,本発明の第2実施例のコアキャッチャーの構造を表す縦断面図(A−A‘縦断面)と水平断面図(B−B‘水平断面)である。本実施例では,デブリD1を受け止めるコアキャッチャー18は,円筒状のコアキャッチャー壁19と,その壁面に接合された縦リブ20と,コアキャッチャー壁19に対して間隙22を介し縦リブ20の外周側に接合された横リブ21で構成される。ここで,縦リブ20と横リブ21の本数は特に限定するものではなく,デブリD1を受け止めた後のコアキャッチャー壁19の熱負荷と構造強度を評価して必要数を決めて良い。形状を円筒状にすることによって,角部が生じるものの,デブリの保持量が増加する。また,デブリ保持量は同じであれば,コアキャッチャーの高さや,直径を縮小できる。
<Second Example>
A second embodiment of the present invention will be described in detail with reference to FIG. FIG. 11 is a vertical sectional view (AA'longitudinal section) and a horizontal sectional view (BB'horizontal section) showing the structure of the core catcher according to the second embodiment of the present invention. In this embodiment, the core catcher 18 that receives the debris D1 has a cylindrical core catcher wall 19, a vertical rib 20 joined to the wall surface, and an outer circumference of the vertical rib 20 with respect to the core catcher wall 19 via a gap 22. It is composed of lateral ribs 21 joined to the side. Here, the number of the vertical ribs 20 and the horizontal ribs 21 is not particularly limited, and the required number may be determined by evaluating the heat load and structural strength of the core catcher wall 19 after receiving the debris D1. By making the shape cylindrical, the amount of debris retained increases, although corners are created. Also, if the debris retention amount is the same, the height and diameter of the core catcher can be reduced.

図11の縦断面図に示すように、縦リブ20はコアキャッチャー18の側壁に接合されるが,受け止めたデブリD1の熱負荷が大となるケースはデブリが大量に落下した場合の側壁の上部であり,図2に示した熱流束増加が生じる半球形状の30°より上方の位置を円筒形状に適用すると,縦リブ20はコアキャッチャー壁19の上端からコアキャッチャー壁19底部から全高の1/3の高さより下方を接合すればよい。縦リブ20によって,図2と図4を用いて説明したコアキャッチャー壁19上部の溶融,減肉による構造強度の低下が補われるため,デブリD1を保持する機能が保たれる。一方,溶融,減肉によって,コアキャッチャー壁19にはデブリD1の熱と荷重によって周方向に伸びる応力が発生する。これに対して横リブ21が縦リブ19を介してコアキャッチャー壁19を支持しているため,コアキャッチャー壁11の周方向の伸びが防止される。
縦リブ20によってコアキャッチャー壁19外側の冷却水W1の流動径路は縦方向に制限されるが,図1で説明したようにコアキャッチャー壁11の外表面に沿った冷却水W1の流れが沸騰蒸気の浮力に駆動された縦方向の流れであるため,縦リブ20によるコアキャッチャー壁19の外面冷却への影響は少ない。
コアキャッチャー壁19の底部外表面では,底部外表面に障害物があると,滞留蒸気が抜けにくくなって膜沸騰に遷移する可能性があるが,本実施例では,縦リブ20の接合箇所をコアキャッチャー壁19の側面に制限してコアキャッチャー壁19の底部外表面を障害物の無い構造にしているため,底部外表面からの蒸気の移動が円滑になる。
As shown in the vertical cross-sectional view of FIG. 11, the vertical rib 20 is joined to the side wall of the core catcher 18, but in the case where the heat load of the received debris D1 is large, the upper part of the side wall when a large amount of debris falls. When the position above 30 ° of the hemispherical shape where the heat flux increase shown in FIG. 2 is applied to the cylindrical shape, the vertical rib 20 is 1 / of the total height from the upper end of the core catcher wall 19 to the bottom of the core catcher wall 19. It suffices to join below the height of 3. Since the vertical rib 20 compensates for the decrease in structural strength due to melting and thinning of the upper part of the core catcher wall 19 described with reference to FIGS. 2 and 4, the function of holding the debris D1 is maintained. On the other hand, due to melting and thinning, a stress extending in the circumferential direction is generated on the core catcher wall 19 due to the heat and load of the debris D1. On the other hand, since the horizontal rib 21 supports the core catcher wall 19 via the vertical rib 19, the core catcher wall 11 is prevented from extending in the circumferential direction.
The flow path of the cooling water W1 outside the core catcher wall 19 is restricted in the vertical direction by the vertical rib 20, but the flow of the cooling water W1 along the outer surface of the core catcher wall 11 is boiling steam as described with reference to FIG. Since the flow is in the vertical direction driven by the buoyancy of the vertical rib 20, the influence of the vertical rib 20 on the cooling of the outer surface of the core catcher wall 19 is small.
On the outer surface of the bottom of the core catcher wall 19, if there is an obstacle on the outer surface of the bottom, it may be difficult for the retained steam to escape and the film may boil. Since the outer surface of the bottom of the core catcher wall 19 is limited to the side surface of the core catcher wall 19 and has a structure without obstacles, the movement of steam from the outer surface of the bottom is smooth.

以上の本実施例によれば,第1実施例の効果に加えて,コアキャッチャーを小型化できるので,設置の自由度が向上するとともに,経済性が向上する。 According to the above-described embodiment, in addition to the effect of the first embodiment, the core catcher can be miniaturized, so that the degree of freedom of installation is improved and the economic efficiency is improved.

<第3実施例>
本発明の第3実施例について,図12を参照して詳細に説明する。図12は,本発明の第3実施例に係るコアキャッチャーの構造を表す縦断面図である。デブリD1を受け止めるコアキャッチャー10は,半球状のコアチャッチャー内壁23とその外表面に接合されたコアチャッチャー外壁24の多重壁と,コアチャッチャー外壁24に接合された縦リブ25と,コアチャッチャー外壁24に対して図示しないが図8と同様に間隙を介し縦リブ25の外周側に接合された横リブ26で構成される。本実施例では,コアチャッチャー内壁23に第1実施例と同様の高熱伝導率,且つ高融点,且つ高靭性の材質を用い,コアチャッチャー外壁24に超高熱伝導率の材質,具体例として銅,あるいは真鍮,あるいはアルミニウムを用いる。
コアチャッチャー外壁24の材質は,融点が低いため直接コアチャッチャー内壁23に用いると壁の過渡的な温度上昇時に溶融し易くなる。一方,熱伝導率が高いため,デブリからの熱流束に対して融点を越えない限り減肉後の壁厚さが熱伝導率に比例して厚くなる。コアチャッチャー外壁23は高融点であるため,これらの壁の材質を組み合わせることによって,過渡的な温度上昇に対応可能で,且つ壁を厚肉化による構造強度の向上が期待される。
<Third Example>
A third embodiment of the present invention will be described in detail with reference to FIG. FIG. 12 is a vertical cross-sectional view showing the structure of the core catcher according to the third embodiment of the present invention. The core catcher 10 that receives the debris D1 includes a hemispherical core chatter inner wall 23, a multiple wall of the core chatter outer wall 24 joined to the outer surface thereof, a vertical rib 25 joined to the core chatter outer wall 24, and a core. Although not shown with respect to the outer wall 24 of the chacchar, it is composed of horizontal ribs 26 joined to the outer peripheral side of the vertical ribs 25 through a gap as in FIG. In this embodiment, the core chatter inner wall 23 is made of a material having the same high thermal conductivity, high melting point, and high toughness as in the first embodiment, and the core chatcher outer wall 24 is made of a material having ultra-high thermal conductivity, as a specific example. Use copper, brass, or aluminum.
Since the material of the core chatter outer wall 24 has a low melting point, if it is used directly on the core chatter inner wall 23, it tends to melt when the temperature of the wall rises transiently. On the other hand, since the thermal conductivity is high, the wall thickness after wall thinning increases in proportion to the thermal conductivity as long as the melting point is not exceeded with respect to the heat flux from debris. Since the core chatter outer wall 23 has a high melting point, it is expected that by combining the materials of these walls, it is possible to cope with a transient temperature rise and the structural strength is improved by thickening the wall.

コアチャッチャー内壁23の厚さは,式1で計算した熱流束用い,式2でコアキャッチャー壁外表面温度Toをコアチャッチャー外壁24の材質の融点以下の温度(仮にTxとする)に置き換えて計算し求める。コアチャッチャー外壁24の厚さは,同様に式1で計算した熱流束用い,式2でコアキャッチャー壁の融点Tmを上記の温度Txに置き換えて計算し求める。上記の手順で得られたコアチャッチャー内壁23の厚さは,第1実施例と同様の高熱伝導率,且つ高融点,且つ高靭性の材質を用いた場合より薄くなるが,コアチャッチャー外壁24の厚さが熱伝導率に比例して厚くなるため,内壁と外壁を合計したコアチャッチャー壁の厚さは,第1実施例のケースより厚くなる。
例えば,コアチャッチャー内壁23にステンレス鋼(熱伝導率16W/mK)を,コアチャッチャー外壁24に真鍮(熱伝導率106W/mK)を用いた場合,温度Txを1140Kとすると,第1実施例と同条件で式2で計算するとコアチャッチャー内壁23の減肉後の壁厚さは約5mm,コアチャッチャー外壁24の壁厚さは約50mmであり,合計したコアチャッチャー壁の厚さは55mmに増加する。本実施例は,半球形状のコアキャッチャーに限らず,第2実施例に示した円筒状のコアキャッチャーにも適用可能である。
なお,コアチャッチャー壁の過渡的な温度上昇による影響を無視し,超高熱伝導率の材質の壁における式1に示したような熱流束の評価式を得て,式2で求めた壁厚さで構造強度的成立性を評価できれば,第1実施例のコアチャッチャー壁11を超高熱伝導率の材質のみで構成可能である。
For the thickness of the core chatter inner wall 23, the heat flux calculated in Equation 1 is used, and in Equation 2, the core catcher wall outer surface temperature To is replaced with a temperature below the melting point of the material of the core catcher outer wall 24 (assumed to be Tx). Calculate and find. The thickness of the core chatter outer wall 24 is calculated by using the heat flux similarly calculated by Equation 1 and replacing the melting point Tm of the core catcher wall with the above temperature Tx in Equation 2. The thickness of the core chucker inner wall 23 obtained by the above procedure is thinner than that when a material having high thermal conductivity, high melting point, and high toughness similar to that in the first embodiment is used, but the core chatter outer wall Since the thickness of 24 becomes thicker in proportion to the thermal conductivity, the thickness of the core chatcher wall including the inner wall and the outer wall becomes thicker than the case of the first embodiment.
For example, when stainless steel (thermal conductivity 16 W / mK) is used for the inner wall 23 of the core chatcher and brass (thermal conductivity 106 W / mK) is used for the outer wall 24 of the core chatcher, and the temperature Tx is 1140 K, the first implementation is performed. When calculated by Equation 2 under the same conditions as in the example, the wall thickness of the core chatcher inner wall 23 after thinning is about 5 mm, and the wall thickness of the core chatter outer wall 24 is about 50 mm. The chacchar increases to 55 mm. This embodiment is applicable not only to the hemispherical core catcher but also to the cylindrical core catcher shown in the second embodiment.
In addition, ignoring the influence of the transient temperature rise of the core chatcher wall, the evaluation formula of heat flux as shown in Equation 1 on the wall made of the material with ultra-high thermal conductivity was obtained, and the wall thickness obtained by Equation 2 was obtained. If the structural strength can be evaluated, the core chatter wall 11 of the first embodiment can be constructed only with a material having an ultra-high thermal conductivity.

以上の本実施例によれば,第1実施例の効果に加えて,コアキャッチャーの壁厚さを増加できるので構造強度が確保され,デブリの格納容器床面への落下を防止して格納容器の破損を防止する性能が高まるため,原子炉の安全性が向上する。 According to the above-mentioned embodiment, in addition to the effect of the first embodiment, the wall thickness of the core catcher can be increased, so that the structural strength is secured, and the debris is prevented from falling to the floor surface of the containment vessel. The safety of the reactor is improved because the performance to prevent damage is improved.

<第4実施例>
本発明の第4実施例について,図13と図14を参照して詳細に説明する。図13と図14は,本発明の第4実施例に係るコアキャッチャーの構造を表す縦断面図である。デブリD1を受け止めるコアキャッチャー10は,半球状のコアチャッチャー壁11とその内表面に設置された犠牲材27と,コアチャッチャー壁11に接合された縦リブ12と,コアチャッチャー壁11に対して図示しないが図8と同様に間隙を介し,縦リブ12の外周側に接合された横リブ13で構成される。本実施例では,コアチャッチャー壁11に第1実施例と同様の高熱伝導率,且つ高融点,且つ高靭性の材質を用い,犠牲材27にコアチャッチャー壁11の材質より低融点の材質,具体例としてコンクリート,二酸化ケイ素等を用いる。
<Fourth Example>
A fourth embodiment of the present invention will be described in detail with reference to FIGS. 13 and 14. 13 and 14 are vertical cross-sectional views showing the structure of the core catcher according to the fourth embodiment of the present invention. The core catcher 10 that receives the debris D1 is attached to the hemispherical core chatter wall 11, the sacrificial material 27 installed on the inner surface thereof, the vertical ribs 12 joined to the core chatcher wall 11, and the core chatcher wall 11. On the other hand, although not shown, it is composed of horizontal ribs 13 joined to the outer peripheral side of the vertical ribs 12 through a gap as in FIG. In this embodiment, the core chatter wall 11 is made of a material having the same high thermal conductivity, high melting point, and high toughness as in the first embodiment, and the sacrificial material 27 is made of a material having a melting point lower than that of the core chatcher wall 11. , Concrete, silicon dioxide, etc. are used as specific examples.

崩壊熱を連続的に放出しているデブリD1に対するコアキャッチャー壁11の温度上昇を防止するためには,外部冷却の冷却水W1への除熱量を増加させることと,デブリ自体の温度を下げることが有効である。例えば,耐熱材を用いて一時的にデブリD1からコアキャッチャー壁11への伝熱量を減少させることはできるが,放熱できなかったデブリD1の崩壊熱がデブリ自体の温度を上げることなる。デブリD1の温度が上昇して耐熱材が溶融すると,コアキャッチャー壁11は高温のデブリD1の熱に晒される。したがって,コアキャッチャー壁11より融点の低いコンクリートや二酸化ケイ素等の犠牲材をデブリD1に接触させてその熱容量と溶融潜熱でデブリの温度を下げることが有効である。
犠牲材27の溶融中も熱伝導でコアキャッチャー壁11にデブリD1の熱が伝わり,さらにコアキャッチャー壁11外表面から冷却水W1に熱が伝わり除熱される。犠牲材27が溶融した後は,温度の下がったデブリD1とコアキャッチャー壁11の間の熱伝達で,式2で計算される厚さまでコアキャッチャー壁11は溶融する。この時にも,壁面の溶融潜熱相当の除熱でデブリD1の温度は低下する。その後は,デブリD1とコアキャッチャー壁11で崩壊熱相当の除熱が継続するため,コアキャッチャー壁11は高温のデブリD1によって過渡的な溶融が生じることなく,コアキャッチャー壁11の健全性が保たれる。
In order to prevent the temperature of the core catcher wall 11 from rising with respect to the debris D1 that continuously releases decay heat, the amount of heat removed from the cooling water W1 for external cooling should be increased and the temperature of the debris itself should be lowered. Is valid. For example, a heat-resistant material can be used to temporarily reduce the amount of heat transferred from the debris D1 to the core catcher wall 11, but the decay heat of the debris D1 that could not dissipate heat raises the temperature of the debris itself. When the temperature of the debris D1 rises and the heat-resistant material melts, the core catcher wall 11 is exposed to the heat of the high temperature debris D1. Therefore, it is effective to bring a sacrificial material such as concrete or silicon dioxide having a melting point lower than that of the core catcher wall 11 into contact with the debris D1 to lower the temperature of the debris by its heat capacity and latent heat of melting.
Even during the melting of the sacrificial material 27, the heat of the debris D1 is transferred to the core catcher wall 11 by heat conduction, and the heat is further transferred from the outer surface of the core catcher wall 11 to the cooling water W1 to remove the heat. After the sacrificial material 27 is melted, the core catcher wall 11 is melted to the thickness calculated by the equation 2 by heat transfer between the debris D1 whose temperature has dropped and the core catcher wall 11. Even at this time, the temperature of the debris D1 is lowered by removing heat equivalent to the latent heat of melting of the wall surface. After that, since the debris D1 and the core catcher wall 11 continue to remove heat equivalent to the decay heat, the core catcher wall 11 maintains the soundness of the core catcher wall 11 without causing transient melting due to the high temperature debris D1. Dripping.

図14は,図13のコアチャッチャー壁11内表面に設置された犠牲材27に加えて,コアキャッチャー10の内部にも犠牲材27aを配置した例である。犠牲材27aの体積の上限は,デブリD1の最大落下体積を基に犠牲材27a溶解後のデブリD1の上面17がコアキャッチャー10の上面を越えないように設定される。犠牲材27aの形状は,デブリ落下時の衝撃で飛散しないように,相互接触で拘束された構造,例えばテトラポット形状とすることが好ましい。本実施例は,半球形状のコアキャッチャーに限らず,第2実施例に示した円筒状のコアキャッチャーにも適用可能である。
以上の本実施例によれば,第1実施例の効果に加えて,デブリ温度を低下させるとともに継続的な外部冷却の冷却水への除熱が続くため,コアキャッチャー壁の構造強度が確保され,デブリの格納容器床面への落下を防止して格納容器の破損を防止する性能が高まり,原子炉の安全性が向上する。
FIG. 14 shows an example in which the sacrificial material 27a is arranged inside the core catcher 10 in addition to the sacrificial material 27 installed on the inner surface of the core chatter wall 11 of FIG. The upper limit of the volume of the sacrificial material 27a is set based on the maximum drop volume of the debris D1 so that the upper surface 17 of the debris D1 after melting the sacrificial material 27a does not exceed the upper surface of the core catcher 10. The shape of the sacrificial material 27a is preferably a structure restrained by mutual contact, for example, a tetrapod shape so as not to scatter due to the impact when the debris falls. This embodiment is applicable not only to the hemispherical core catcher but also to the cylindrical core catcher shown in the second embodiment.
According to the above-mentioned embodiment, in addition to the effect of the first embodiment, the debris temperature is lowered and the heat is continuously removed from the cooling water for external cooling, so that the structural strength of the core catcher wall is secured. , The performance to prevent the debris from falling to the floor of the containment vessel and the damage to the containment vessel is improved, and the safety of the reactor is improved.

<第5実施例>
本発明の第5実施例について,図15から図17を参照して詳細に説明する。図15から図17は,本発明の第5実施例に係るコアキャッチャーの架台構造を表す縦断面図である。半球状のコアキャッチャー10は,コアキャッチャー10中心の鉛直軸と半球中心軸水平面との接点を基点に,鉛直軸と30度以下のコアキャッチャー壁11外表面にコアキャッチャー壁支持部29を接した架台28によって床面に設置される。図4を用いて説明したように,コアキャッチャー壁11の断面は,底部30度までは比較的厚く(図4の領域A),上記基点から30度を超えると側壁部が薄くなる(図4の領域B)。また,図5を用いて説明したように,コアキャッチャー壁11外表面に部材が接触すると,熱抵抗になって壁の減肉が進む特徴がある。この影響は壁厚さの薄い上記基点から30度を超える側壁部で大きいため,図15に示すように架台の取り付けは上記基点から30度以下の箇所に点支持することが有効である。コアキャッチャー壁支持部29の数は,コアキャッチャー壁11の構造強度を計算した上で,適切な間隔,個数とすることが好ましい。
<Fifth Example>
A fifth embodiment of the present invention will be described in detail with reference to FIGS. 15 to 17. 15 to 17 are vertical cross-sectional views showing a gantry structure of a core catcher according to a fifth embodiment of the present invention. The hemispherical core catcher 10 has a core catcher wall support portion 29 in contact with the outer surface of the core catcher wall 11 having a temperature of 30 degrees or less with the vertical axis at the contact point between the vertical axis at the center of the core catcher 10 and the horizontal plane of the hemispherical central axis. It is installed on the floor by a catcher 28. As described with reference to FIG. 4, the cross section of the core catcher wall 11 is relatively thick up to the bottom 30 degrees (region A in FIG. 4), and the side wall becomes thin above 30 degrees from the base point (FIG. 4). Area B). Further, as described with reference to FIG. 5, when a member comes into contact with the outer surface of the core catcher wall 11, it becomes a thermal resistance and the wall is thinned. Since this effect is large in the side wall portion exceeding 30 degrees from the base point where the wall thickness is thin, it is effective to support the gantry at a point 30 degrees or less from the base point as shown in FIG. The number of core catcher wall support portions 29 is preferably set to an appropriate interval and number after calculating the structural strength of the core catcher wall 11.

一方,壁面へのコアキャッチャー壁支持部29の接触は熱抵抗上好ましくないが,縦リブや横リブを支持部とすることは,リブが壁面の支持部材で強度を有することから適切である。図16は架台28のコアキャッチャー壁支持部29を縦リブ12に取り付けた例であり,図17は架台28のコアキャッチャー壁支持部29を縦リブ12と横リブ13の両方に取り付けた例である。
本実施例の架台は,半球形状のコアキャッチャーに限らず,第2実施例に示した円筒状のコアキャッチャーにもおいて,架台28の取り付け箇所を円筒状のコアキャッチャー壁19の底部から全高の1/3の高さより下方と,底部の外表面,及び縦リブ20と横リブ21とすることにより適用可能である。
On the other hand, the contact of the core catcher wall support portion 29 with the wall surface is not preferable in terms of thermal resistance, but it is appropriate to use the vertical ribs and the horizontal ribs as the support portions because the ribs are the support members of the wall surface and have strength. FIG. 16 shows an example in which the core catcher wall support portion 29 of the gantry 28 is attached to the vertical rib 12, and FIG. 17 shows an example in which the core catcher wall support portion 29 of the gantry 28 is attached to both the vertical rib 12 and the horizontal rib 13. is there.
The gantry of this embodiment is not limited to the hemispherical core catcher, but also the cylindrical core catcher shown in the second embodiment, and the mounting location of the gantry 28 is the total height from the bottom of the cylindrical core catcher wall 19. It is applicable by setting the height below 1/3 of the height, the outer surface of the bottom, and the vertical rib 20 and the horizontal rib 21.

以上の本実施例によれば,第1から第4の実施例の効果に加えて,コアキャッチャー壁の強度を保ちながらコアキャッチャー内のデブリを床面で支持できるので,構造強度が確保され,デブリの格納容器床面への落下を防止して格納容器の破損を防止する性能が高まり,原子炉の安全性が向上する。 According to the above-mentioned examples, in addition to the effects of the first to fourth embodiments, the debris in the core catcher can be supported on the floor while maintaining the strength of the core catcher wall, so that the structural strength is secured. The performance of preventing debris from falling to the floor of the containment vessel and preventing damage to the containment vessel is improved, and the safety of the reactor is improved.

<第6実施例>
本発明の第6実施例について,図18を参照して詳細に説明する。図18は,本発明の第6実施例に係る縦リブ形状を表す縦断面図と水平断面図である。第1から第5実施例に示したコアキャッチャー壁11,縦リブ12,横リブ13の構成において,縦リブ12の接合面に直行する板面に,縦リブ12外周側から内周側に向かって上向き傾斜を有す導流板30を,コアキャッチャー壁11の外表面に対して間隙を保持して接合する。図2で説明したように,縦リブ12によってコアキャッチャー壁11が冷却水W1に直接接触しない面があり,縦リブ12とコアキャッチャー壁11が交差する隅部領域R1での冷却が不十分であると,コアキャッチャー壁11の内側に欠損部分C1が生じる可能性がある。本実施例では,縦リブ12に沿って間隙22を上昇してきた冷却水W1の流れの向きを導流板30によって曲げ,隅部領域R1の冷却水の流れW2を増加する。これによって,縦リブ12接合部近傍のコアキャッチャー壁11が十分に冷却され,コアキャッチャー壁11内側の局所の減肉による欠損を防止できる。
<Sixth Example>
A sixth embodiment of the present invention will be described in detail with reference to FIG. FIG. 18 is a vertical sectional view and a horizontal sectional view showing a vertical rib shape according to a sixth embodiment of the present invention. In the configuration of the core catcher wall 11, the vertical rib 12, and the horizontal rib 13 shown in the first to fifth embodiments, the plate surface orthogonal to the joint surface of the vertical rib 12 faces the inner peripheral side from the outer peripheral side of the vertical rib 12. The guide plate 30 having an upward inclination is joined to the outer surface of the core catcher wall 11 while maintaining a gap. As described with reference to FIG. 2, there is a surface where the core catcher wall 11 does not come into direct contact with the cooling water W1 due to the vertical rib 12, and the cooling in the corner region R1 where the vertical rib 12 and the core catcher wall 11 intersect is insufficient. If there is, a defective portion C1 may occur inside the core catcher wall 11. In this embodiment, the direction of the flow of the cooling water W1 that has risen in the gap 22 along the vertical rib 12 is bent by the flow guide plate 30, and the flow W2 of the cooling water in the corner region R1 is increased. As a result, the core catcher wall 11 near the joint of the vertical ribs 12 is sufficiently cooled, and it is possible to prevent defects due to local wall thinning inside the core catcher wall 11.

以上の本実施例によれば,第1から第5の実施例の効果に加えて,コアキャッチャー壁の構造強度が確保され,デブリの格納容器床面への落下を防止して格納容器の破損を防止する性能が高まり,原子炉の安全性が向上する。 According to the above-described embodiment, in addition to the effects of the first to fifth embodiments, the structural strength of the core catcher wall is ensured, debris is prevented from falling to the containment vessel floor surface, and the containment vessel is damaged. The performance to prevent the above is improved, and the safety of the reactor is improved.

<第7実施例>
本発明の第7実施例について,図19を参照して詳細に説明する。図19は,本発明の第7実施例に係る縦リブ形状を表す水平断面図である。第1から第6実施例に示したコアキャッチャー壁11,横リブ13の構成において,縦リブ31をコアキャッチャー壁11の一部を外側に突の外折リブ形状とし,コアキャッチャー壁11外表面と間隙22を介して外折部先端を点支持する横リブ13を設ける。縦リブ31の外折部先端は,横リブ13表面の接合部32にスポット接合する。スポット接合であるので,コアキャッチャー壁11内表面に欠損が生じ難い。また,コアキャッチャー壁11と縦リブ31を一体構造とすることによってコアキャッチャー壁11の強度が増すとともに,デブリD1の熱によるコアキャッチャー壁11の変形を外折部の空間R2で吸収できるので,コアキャッチャーの変形が防止される。本実施例では,図5(2)の欠損と異なり,コアキャッチャー壁11に欠損が生じず,壁の連続した構造が保たれる。
<7th Example>
A seventh embodiment of the present invention will be described in detail with reference to FIG. FIG. 19 is a horizontal cross-sectional view showing a vertical rib shape according to a seventh embodiment of the present invention. In the configuration of the core catcher wall 11 and the horizontal rib 13 shown in the first to sixth embodiments, the vertical rib 31 has a part of the core catcher wall 11 having an outer folding rib shape protruding outward, and the outer surface of the core catcher wall 11 A lateral rib 13 that points-supports the tip of the outer folding portion via the gap 22 is provided. The tip of the outer folded portion of the vertical rib 31 is spot-bonded to the joint portion 32 on the surface of the horizontal rib 13. Since it is a spot joint, the inner surface of the core catcher wall 11 is unlikely to be damaged. Further, by integrating the core catcher wall 11 and the vertical rib 31, the strength of the core catcher wall 11 is increased, and the deformation of the core catcher wall 11 due to the heat of the debris D1 can be absorbed by the space R2 of the outer folding portion. Deformation of the core catcher is prevented. In this embodiment, unlike the defect shown in FIG. 5 (2), the core catcher wall 11 is not defective and the continuous structure of the wall is maintained.

以上の本実施例によれば,第1から第6の実施例の効果に加えて,コアキャッチャーの変形を防止できるので,デブリの格納容器床面への落下を防止して格納容器の破損を防止する性能が高まり,原子炉の安全性が向上する。 According to the above-mentioned embodiment, in addition to the effects of the first to sixth embodiments, the core catcher can be prevented from being deformed, so that the debris can be prevented from falling to the floor surface of the containment vessel and the containment vessel can be damaged. The prevention performance is improved and the safety of the reactor is improved.

<第8実施例>
本発明の第8実施例について,図20を参照して詳細に説明する。図20は,本発明の第8実施例に係るコアキャッチャーの構造を表す縦断面図である。第1から第7実施例において,コアキャッチャー10は,半球状のコアチャッチャー壁11と,コアチャッチャー壁11に接合された縦リブ12と,コアチャッチャー壁11に対して図示しないが図8と同様に間隙を介し,縦リブ12の外周側に接合された横リブ13で構成される。本実施例では,コアチャッチャー壁11の上端に複数の貫通孔33を設けた円筒状の支持壁34を取り付け,支持壁34の上端にコアキャッチャー10の中心方向に負の傾斜を有する漏斗状の導流板36を設ける。導流板36は,その上端の鉛直下方の投影円が横リブ13の外縁より外側を通り,上端の鉛直下方の投影円がコアチャッチャー壁11内表面より内側を通るような形状と寸法をとる。また,貫通孔33はその上縁高さが導流板36の下端より高くなるように穿たれる。
<8th Example>
An eighth embodiment of the present invention will be described in detail with reference to FIG. FIG. 20 is a vertical cross-sectional view showing the structure of the core catcher according to the eighth embodiment of the present invention. In the first to seventh embodiments, the core catcher 10 is not shown with respect to the hemispherical core chatter wall 11, the vertical rib 12 joined to the core chatter wall 11, and the core chatter wall 11, although not shown. Similar to No. 8, it is composed of horizontal ribs 13 joined to the outer peripheral side of the vertical ribs 12 via a gap. In this embodiment, a cylindrical support wall 34 having a plurality of through holes 33 is attached to the upper end of the core chatter wall 11, and a funnel shape having a negative inclination toward the center of the core catcher 10 is attached to the upper end of the support wall 34. The guide plate 36 of the above is provided. The flow guide plate 36 has a shape and dimensions such that the projection circle vertically below the upper end passes outside the outer edge of the lateral rib 13 and the projection circle vertically below the upper end passes inside the inner surface of the core chatter wall 11. Take. Further, the through hole 33 is formed so that the height of the upper edge thereof is higher than the lower end of the flow guide plate 36.

コアチャッチャー壁11の上部より上方で,且つ貫通孔33の下縁より下方にコアキャッチャー10の上部全面を覆う逆円錐形状の防水板35を設ける。防水板35の円縁は全周をコアチャッチャー壁11,あるいは支持壁34に接合する。防水板35は軽量材で製作し,その最小強度は防水板35の円錐内から貫通孔33の高さまで水が溜まっても保持可能なように,寸法,構造,材質を設定する。最大強度は防水板35の円錐空間にデブリが溜まった状態で防水板35がデブリ重量や熱負荷で破損,あるいは溶融するように構造,材質を設定する。 An inverted conical waterproof plate 35 that covers the entire upper surface of the core catcher 10 is provided above the upper portion of the core chatter wall 11 and below the lower edge of the through hole 33. The entire circumference of the circular edge of the waterproof plate 35 is joined to the core chatter wall 11 or the support wall 34. The waterproof plate 35 is made of a lightweight material, and its dimensions, structure, and material are set so that the minimum strength thereof can be retained even if water collects from the inside of the cone of the waterproof plate 35 to the height of the through hole 33. For the maximum strength, the structure and material are set so that the waterproof plate 35 is damaged or melted due to the debris weight or heat load while debris is accumulated in the conical space of the waterproof plate 35.

原子炉圧力容器1からデブリが落下した場合に,コアキャッチャー10の中央ではなく周辺部にデブリが落下すると,本発明のコアチャッチャー壁11と横リブ13の図示しない間隙14を落下デブリが塞ぎ,冷却水W1のコアチャッチャー壁11外表面に沿った流動が阻害される可能性がある。コアチャッチャー壁11の冷却が不十分になると,壁面の減肉による破損が生じる。導流板36は,コアチャッチャー壁11と横リブ13を全周にわたって覆う設置位置とその表面の傾斜によって,落下デブリをコアチャッチャー10の内部に導く機能を有す。
一方,コアキャッチャー10は上部開放で下部が密閉構造であるため,原子炉運転中の格納容器下部空間2に落下する蒸気凝縮水等の水が溜まる場合がある。シビアアクシデント時に原子炉圧力容器1から落下したデブリがコアキャッチャー10内の水中に落下すると水温と雰囲気圧力の条件によっては,水蒸気爆発の発生を想定する必要がある。本実施例のコアキャッチャー10では,防水板35とコアチャッチャー壁11,支持壁34で囲まれる空間で蒸気凝縮水を溜め,さらに増加した水を貫通孔33からコアキャッチャー10の外に排水できる。デブリ落下時は,防水板35の円錐空間にデブリが溜まった時点で防水板35が破損,あるいは溶融してコアキャッチャー10内にデブリが落下する。これによって,デブリ落下開始時の水蒸気爆発を防止するとともに,コアキャッチャー10によるデブリ保持機能を確保できる。
When debris falls from the reactor pressure vessel 1, if the debris falls not in the center of the core catcher 10 but in the peripheral portion, the falling debris closes the gap 14 (not shown) between the core chatter wall 11 and the lateral rib 13 of the present invention. , The flow of the cooling water W1 along the outer surface of the core chatter wall 11 may be hindered. Insufficient cooling of the core chatter wall 11 causes damage due to wall thinning. The flow guide plate 36 has a function of guiding the falling debris to the inside of the core chatter 10 by the installation position covering the core chatter wall 11 and the lateral rib 13 over the entire circumference and the inclination of the surface thereof.
On the other hand, since the core catcher 10 has an open upper part and a closed lower part, water such as steam condensed water that falls into the lower space 2 of the containment vessel during reactor operation may collect. When debris that has fallen from the reactor pressure vessel 1 during a severe accident falls into the water inside the core catcher 10, it is necessary to assume the occurrence of a steam explosion depending on the conditions of water temperature and atmospheric pressure. In the core catcher 10 of this embodiment, steam condensed water can be stored in a space surrounded by the waterproof plate 35, the core chatter wall 11, and the support wall 34, and the increased water can be drained from the through hole 33 to the outside of the core catcher 10. .. When the debris falls, the waterproof plate 35 is damaged or melted when the debris accumulates in the conical space of the waterproof plate 35, and the debris falls into the core catcher 10. As a result, it is possible to prevent steam explosion at the start of debris fall and to secure the debris holding function by the core catcher 10.

以上の本実施例によれば,第1から第7の実施例の効果に加えて,コアキャッチャー内に溜まった水へのデブリ落下による水蒸気爆発を防止できるので,デブリの格納容器床面への落下を防止して格納容器の破損を防止する性能が高まり,原子炉の安全性が向上する。 According to the above embodiment, in addition to the effects of the first to seventh embodiments, steam explosion due to debris falling into the water accumulated in the core catcher can be prevented, so that the debris can be placed on the floor surface of the containment vessel. The performance to prevent falling and damage to the containment vessel is improved, and the safety of the reactor is improved.

上述した第1〜8実施例では、原子炉圧力容器から格納容器床面に落下するデブリを受け止めるコアキャッチャーの例を示した。しかし,本発明の本質は高温の熱流体を容器構造に確実に保持することであり,本発明は原子炉圧力容器の下部構造や,格納容器の底部構造にも応用可能である。 In the above-mentioned first to eighth embodiments, an example of a core catcher that catches debris falling from the reactor pressure vessel to the floor surface of the containment vessel is shown. However, the essence of the present invention is to reliably retain the high-temperature thermal fluid in the vessel structure, and the present invention can also be applied to the lower structure of the reactor pressure vessel and the bottom structure of the containment vessel.

1・・・原子炉圧力容器
2・・・格納容器下部空間
3・・・格納容器床
5・・・制御棒駆動機構ハウジング
10・・・コアチャッチャー
11・・・コアチャッチャー壁
12・・・縦リブ
13・・・横リブ
14・・・間隙
15・・・縦リブ
16・・・縦リブ
17・・・デブリ上面
18・・・コアキャッチャー
19・・・コアチャッチャー壁
20・・・縦リブ
21・・・横リブ
22・・・間隙
23・・・コアチャッチャー内壁
24・・・コアチャッチャー外壁
25・・・縦リブ
26・・・横リブ
27、27a・・・犠牲材
28・・・架台
29・・・コアキャッチャー壁支持部
30・・・導流板
31・・・縦リブ
32・・・接合部
33・・・貫通孔
34・・・支持壁
35・・・防水板
36・・・導流板
40・・・原子炉
41・・・原子炉格納容器
42・・・原子炉建屋
43・・・原子炉格納容器上蓋
44・・・ドライウェル
45・・・圧力抑制室(ウェットウェル)
46・・・ベント通路
47・・・シールドプラグ
48・・・原子炉圧力容器上蓋
50・・・炉心
51・・・気水分離器
52・・・蒸気乾燥器
55・・・炉心シュラウド
56・・・燃料集合体
57・・・炉心支持板
58・・・上部格子板
59・・・制御棒案内管
60・・・制御棒
61・・・下鏡
62・・・ペデスタル
64・・・原子炉ウェル
65・・・ドライヤ・セパレータプール
66・・・使用済燃料プール
67・・・運転床
68・・・燃料交換機
W1・・・冷却水
W2・・・冷却水の流れ
R1・・・隅部領域
R2・・・空間
C1・・・欠損部分
D1・・・デブリ
1 ... Reactor pressure vessel 2 ... Containment vessel lower space 3 ... Containment vessel floor 5 ... Control rod drive mechanism housing 10 ... Core catcher 11 ... Core catcher wall 12 ...・ Vertical rib 13 ・ ・ ・ Horizontal rib 14 ・ ・ ・ Gap 15 ・ ・ ・ Vertical rib 16 ・ ・ ・ Vertical rib 17 ・ ・ ・ Debris top surface 18 ・ ・ ・ Core catcher 19 ・ ・ ・ Core chatter wall 20 ・ ・ ・Vertical rib 21 ... Horizontal rib 22 ... Gap 23 ... Core catcher inner wall 24 ... Core catcher outer wall 25 ... Vertical rib 26 ... Horizontal rib 27, 27a ... Sacrificial material 28 ... Stand 29 ... Core catcher wall support 30 ... Conduction plate 31 ... Vertical rib 32 ... Joint 33 ... Through hole 34 ... Support wall 35 ... Waterproof plate 36 ... Conduction plate 40 ... Reactor 41 ... Reactor containment vessel 42 ... Reactor building 43 ... Reactor containment vessel top lid 44 ... Drywell 45 ... Pressure suppression chamber (Wetwell)
46 ... Vent passage 47 ... Shield plug 48 ... Reactor pressure vessel top lid 50 ... Core 51 ... Air-water separator 52 ... Steam dryer 55 ... Core shroud 56 ...・ Fuel assembly 57 ・ ・ ・ Core support plate 58 ・ ・ ・ Upper lattice plate 59 ・ ・ ・ Control rod guide tube 60 ・ ・ ・ Control rod 61 ・ ・ ・ Lower mirror 62 ・ ・ ・ Pedestal 64 ・ ・ ・ Reactor well 65 ... Dryer separator pool 66 ... Spent fuel pool 67 ... Driver's floor 68 ... Refueling machine W1 ... Cooling water W2 ... Cooling water flow R1 ... Corner area R2 ... Space C1 ... Missing part D1 ... Debris

Claims (19)

原子炉格納容器における原子炉圧力容器の下方に配置され、原子炉の炉心溶融事故で原子炉圧力容器破損が生じた場合に、落下した炉心溶融物を受け止めて保持し、その外面から炉心溶融物の熱を放熱するコアキャッチャーにおいて,
炉心溶融物を保持するコアキャッチャー壁と,コアキャッチャ−外壁面に接合し炉心溶融物の壁への荷重を支える縦リブと,コアキャッチャー外壁面と間隙を介して縦リブを支持する横リブで構成されることを特徴とするコアキャッチャー。
It is located below the reactor pressure vessel in the reactor containment vessel, and when the reactor pressure vessel is damaged due to a core meltdown accident of the reactor, it receives and holds the dropped core melt, and the core melt from the outer surface. In the core catcher that dissipates the heat of
A core catcher wall that holds the core melt, a vertical rib that joins the core catcher outer wall surface to support the load on the core melt wall, and a horizontal rib that supports the vertical rib through a gap with the core catcher outer wall surface. A core catcher characterized by being composed.
請求項1に記載のコアキャッチャーにおいて、
コアキャッチャー壁接合部分の縦リブ周方向厚さが,コアキャッチャー壁の厚さより薄いことを特徴とするコアキャッチャー。
In the core catcher according to claim 1,
Core catcher A core catcher characterized in that the thickness of the wall joint in the circumferential direction of the vertical ribs is thinner than the thickness of the core catcher wall.
請求項に記載のコアキャッチャーにおいて、
横リブ接合部分の縦リブ周方向厚さを,コアキャッチャー壁接合部分の縦リブ周方向厚さより厚くすることを特徴とするコアキャッチャー。
In the core catcher according to claim 1 ,
A core catcher characterized in that the vertical rib circumferential thickness of the horizontal rib joint portion is made thicker than the vertical rib circumferential thickness of the core catcher wall joint portion.
請求項1から3のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャー壁面形状を半球状に形成し,前記縦リブがコアキャッチャー中心の鉛直軸と半球中心軸水平面との接点を基点に,鉛直軸と30度(経方向周長が底部から1/3)以下から90度(上端)以上までの外壁面を接合することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 3 ,
The wall shape of the core catcher is formed in a hemispherical shape, and the vertical rib is 30 degrees with the vertical axis from the point of contact between the vertical axis at the center of the core catcher and the horizontal plane of the hemispherical center axis (perimeter in the longitudinal direction is 1/3 from the bottom). A core catcher characterized by joining outer walls from the following to 90 degrees (upper end) or higher.
請求項1から3のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャー壁面形状を円筒状に形成し,前記縦リブがコアキャッチャー上下端の底部から1/3より下方からコアキャッチャー上端までの外壁面を接合することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 3 ,
A core catcher characterized in that the wall surface shape of the core catcher is formed into a cylindrical shape, and the vertical ribs join the outer wall surface from the bottom of the upper and lower ends of the core catcher to the lower end of the core catcher from below 1/3 to the upper end of the core catcher.
請求項1から5のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャー壁を高熱伝導率,且つ高融点,且つ高靭性の材質で構成することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 5 ,
Core catcher A core catcher characterized in that the wall is made of a material with high thermal conductivity, high melting point, and high toughness.
請求項に記載のコアキャッチャーにおいて、
コアキャッチャー壁をステンレス鋼,あるいは炭素鋼,あるいはタングステン鋼,あるいはモリブデン鋼で構成することを特徴とするコアキャッチャー。
In the core catcher according to claim 6 ,
Core catcher A core catcher characterized in that the wall is made of stainless steel, carbon steel, tungsten steel, or molybdenum steel.
請求項1から5のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャー壁を多重構造とし,
内壁をステンレス鋼,あるいは炭素鋼,あるいはタングステン鋼,あるいはモリブデン鋼で構成し,外壁を銅,あるいは真鍮,あるいはアルミニウムで構成することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 5 ,
The core catcher wall has a multiple structure,
A core catcher characterized in that the inner wall is made of stainless steel, carbon steel, tungsten steel, or molybdenum steel, and the outer wall is made of copper, brass, or aluminum.
請求項1から8のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャー壁の内側に,壁の材質より融点の低い犠牲材を張り付けることを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 8 .
Core catcher A core catcher that features a sacrificial material with a lower melting point than the wall material attached to the inside of the wall.
請求項に記載のコアキャッチャーにおいて、
コアキャッチャー壁の内側に張り付ける犠牲材の材質が,コンクリート,または二酸化ケイ素であることを特徴とするコアキャッチャー。
In the core catcher according to claim 9 ,
Core catcher A core catcher characterized in that the material of the sacrificial material attached to the inside of the wall is concrete or silicon dioxide.
請求項1から10のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャーの内部に,壁の材質より融点の低い犠牲材を配置することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 10 .
A core catcher characterized in that a sacrificial material having a melting point lower than that of the wall material is placed inside the core catcher.
請求項11に記載のコアキャッチャーにおいて、
コアキャッチャーの内部に配置する犠牲材が,コンクリート塊,あるいは二酸化ケイ素塊であることを特徴とするコアキャッチャー。
In the core catcher according to claim 11,
A core catcher characterized in that the sacrificial material placed inside the core catcher is a concrete block or a silicon dioxide block.
請求項1から12のいずれか一項に記載のコアキャッチャーにおいて、
架台がコアキャッチャー中心の鉛直軸と半球中心軸水平面との接点を基点に,鉛直軸と30度以下のコアキャッチャー外壁面を支持することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 12 ,
A core catcher characterized in that the gantry supports the vertical axis and the outer wall surface of the core catcher at 30 degrees or less based on the contact point between the vertical axis at the center of the core catcher and the horizontal plane of the hemispherical central axis.
請求項1から13のいずれか一項に記載のコアキャッチャーにおいて、
架台が前記縦リブに接合されてコアキャッチャーを支持することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 13 .
A core catcher characterized in that a gantry is joined to the vertical ribs to support the core catcher.
請求項1から14のいずれか一項に記載のコアキャッチャーにおいて、
架台が横リブに接合されてコアキャッチャーを支持することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 14 .
A core catcher characterized in that the gantry is joined to horizontal ribs to support the core catcher.
請求項1から15のいずれか一項に記載のコアキャッチャーにおいて、
縦リブのコアキャッチャー壁接合部の厚さが,コアキャッチャー壁材の融点温度とコアキャッチャー外壁温度の差にコアキャッチャー壁材の熱伝導率を乗じ,コアキャッチャー外壁とコアキャッチャー外壁に接する冷却水の間の限界熱流束の計算値で除した値より薄いことを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 15 .
The thickness of the core catcher wall joint of the vertical ribs is the difference between the melting point temperature of the core catcher wall material and the core catcher outer wall temperature multiplied by the thermal conductivity of the core catcher wall material, and the cooling water in contact with the core catcher outer wall and the core catcher outer wall. A core catcher characterized by being thinner than the calculated value of the critical heat flux between.
原子炉格納容器における原子炉圧力容器の下方に配置され、原子炉の炉心溶融事故で原子炉圧力容器破損が生じた場合に,落下した炉心溶融物を受け止めて保持し,その外面から炉心溶融物の熱を放熱するコアキャッチャーにおいて,
炉心溶融物を保持するコアキャッチャー壁を,外側に突の外折リブ形状とし,コアキャッチャー外壁面と間隙を介して外折リブ先端を支持する横リブを設けることを特徴とするコアキャッチャー。
It is located below the reactor pressure vessel in the reactor containment vessel, and when the reactor pressure vessel is damaged due to a core meltdown accident of the reactor, it receives and holds the dropped core melt, and the core melt from the outer surface. In the core catcher that dissipates the heat of
A core catcher characterized in that the core catcher wall that holds the core melt has a protruding outer folding rib shape on the outside, and a horizontal rib that supports the outer folding rib tip via a gap with the outer wall surface of the core catcher is provided.
請求項1から17のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャー上端に中央部が下に突の防水板を設け,コアキャッチャー壁上端に全周接合され横リブ上方空間に差し渡した導流板を設けることを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 17 .
A core catcher characterized in that a waterproof plate with a central part protruding downward is provided at the upper end of the core catcher, and a flow guide plate is provided at the upper end of the core catcher wall, which is joined all around and extends to the space above the lateral rib.
請求項1から5のいずれか一項に記載のコアキャッチャーにおいて、
コアキャッチャー壁を銅,あるいは真鍮,あるいはアルミニウムで構成することを特徴とするコアキャッチャー。
In the core catcher according to any one of claims 1 to 5 ,
Core catcher A core catcher characterized in that the walls are made of copper, brass, or aluminum.
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