JP2013164387A - Nuclear reactor cooling structure and constructing method of nuclear reactor - Google Patents

Nuclear reactor cooling structure and constructing method of nuclear reactor Download PDF

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JP2013164387A
JP2013164387A JP2012028484A JP2012028484A JP2013164387A JP 2013164387 A JP2013164387 A JP 2013164387A JP 2012028484 A JP2012028484 A JP 2012028484A JP 2012028484 A JP2012028484 A JP 2012028484A JP 2013164387 A JP2013164387 A JP 2013164387A
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reactor
containment vessel
scaffold
baffle plate
fixing
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Shunji Kobayashi
俊二 小林
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IHI Corp
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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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • 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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Abstract

PROBLEM TO BE SOLVED: To provide a nuclear reactor cooling structure and a constructing method of a nuclear reactor capable of reducing work time and cost, by reducing working man hours at removal work of a scaffold and attachment work of a baffle plate.SOLUTION: The nuclear reactor cooling structure according to a first embodiment of the present invention is a cooling structure of a nuclear reactor 1 that includes a baffle plate 14 which is arranged between a nuclear reactor containment vessel 11 and a nuclear reactor building 12 and forms a cooling flow channel 13 for air-cooling the nuclear reactor containment vessel 11. The nuclear reactor cooling structure has a fixing member 2 for fixing the baffle plate 14 to a surface of the nuclear reactor containment vessel 11, and a part of the fixing member 2 forms a connection member of a scaffold 3 installed on an outer periphery of the nuclear reactor containment vessel 11 when the nuclear reactor containment vessel 11 is built.

Description

本発明は、原子炉冷却構造及び原子炉の建造方法に関し、特に、原子炉格納容器と原子炉建屋との間に配置されたバッフルプレートを有する原子炉冷却構造及び該原子炉冷却構造を有する原子炉の建造方法に関する。   The present invention relates to a reactor cooling structure and a reactor construction method, and in particular, a reactor cooling structure having a baffle plate disposed between a reactor containment vessel and a reactor building, and an atom having the reactor cooling structure. The present invention relates to a furnace construction method.

現在、最も普及している原子炉は、減速材及び冷却材に通常の水を使用した軽水炉であり、軽水炉には、加圧水型(Pressurized Water Rector)と沸騰水型(Boiling Water Rector)の二種類がある。例えば、加圧水型原子炉(PWR)は、核分裂反応によって生じた熱エネルギーにより、一次冷却材である加圧水を300℃以上に熱して蒸気発生器に供給し、該蒸気発生器から発生した二次冷却材である軽水(高温高圧蒸気)によりタービン発電機を回転させて発電する方式である(例えば、特許文献1及び特許文献2参照)。   Currently, the most widespread nuclear reactors are light water reactors that use normal water as moderator and coolant. There are two types of light water reactors: Pressurized Water Rector and Boiling Water Rector. There is. For example, a pressurized water reactor (PWR) uses a heat energy generated by a fission reaction to heat pressurized water, which is a primary coolant, to 300 ° C. or higher and supply it to a steam generator, and generates secondary cooling generated from the steam generator. In this method, power is generated by rotating a turbine generator with light water (high-temperature high-pressure steam) as a material (see, for example, Patent Document 1 and Patent Document 2).

例えば、特許文献1には、PWR(加圧水型原子炉)の構成が開示されており、原子炉建屋の吸気口(外気取入口)から流入した空気がバッフル板(バッフルプレート)と原子炉格納容器の壁面の間の空間を自然対流で上昇し、原子炉建屋の最上部にある排気口(外気放出口)より大気中に放出される旨が記載されている。   For example, Patent Document 1 discloses a configuration of a PWR (Pressurized Water Reactor), in which air flowing from an inlet (outside air intake) of a reactor building is a baffle plate (baffle plate) and a reactor containment vessel. It is described that the space between the wall surfaces of the reactors rises by natural convection and is discharged into the atmosphere from the exhaust port (outside air discharge port) at the top of the reactor building.

また、特許文献2には、原子炉格納容器と原子炉建屋との間にバッフル板(バッフルプレート)が配置された加圧水型原子炉の構成が開示されており、バッフルプレートは、サポートと称される固定具を設けた原子炉格納容器側に取り付けられていることが従来技術として記載されている。   Patent Document 2 discloses a configuration of a pressurized water reactor in which a baffle plate (baffle plate) is disposed between a reactor containment vessel and a reactor building, and the baffle plate is referred to as a support. It is described as a prior art that it is attached to the reactor containment vessel provided with a fixing tool.

特開2010−85282号公報JP 2010-85282 A 特開2011−220840号公報JP 2011-220840 A

上述した特許文献1及び特許文献2に記載されたように、原子炉格納容器は、一般に、円筒形状の胴部と、該胴部の上部に配置されるドーム状屋根部と、により構成され、胴部は、上下方向及び周方向に複数に分割された壁部材により構成される。原子炉の建造時には、壁部材を下から上に順に組み上げていくことによって胴部を建造し、その上に別途作製されたドーム状屋根部が配置される。   As described in Patent Document 1 and Patent Document 2 described above, a nuclear reactor containment vessel is generally configured by a cylindrical trunk portion and a dome-shaped roof portion disposed on the upper portion of the trunk portion, A trunk | drum is comprised by the wall member divided | segmented into plurality in the up-down direction and the circumferential direction. At the time of construction of the nuclear reactor, the body is constructed by assembling the wall members in order from the bottom to the top, and a dome-shaped roof portion separately produced is disposed thereon.

従来の原子炉の建造方法について、より具体的に説明すれば、壁部材を下から上に順に組み上げていく途中で、組み上げられた下段の壁部材に足場を固定する接続部材を溶接し、前記接続部材に前記足場を固定し、前記下段の壁部材の上に上段の壁部材を配置し、前記足場を利用して前記下段の壁部材と前記上段の壁部材とを溶接し、前記原子炉格納容器を建造した後に前記足場及び前記接続部材を全て撤去し、その後、前記原子炉格納容器の表面に前記バッフルプレートを固定するようにしている。   More specifically, the conventional nuclear reactor construction method is as follows.While assembling the wall members in order from the bottom to the top, welding the connecting member for fixing the scaffold to the assembled lower wall member, Fixing the scaffold to a connection member, disposing an upper wall member on the lower wall member, welding the lower wall member and the upper wall member using the scaffold, and After the containment vessel is constructed, the scaffold and the connecting member are all removed, and then the baffle plate is fixed to the surface of the reactor containment vessel.

かかる従来の原子炉の建造方法では、足場用の接続部材を原子炉格納容器の表面に溶接して足場を架設し、原子炉格納容器の建造後における足場の解体時に足場用の接続部材も一緒に全て除去した後、バッフルプレートを支持する固定部材を原子炉格納容器の表面に溶接している。一つの原子炉において、接続部材及び固定部材は、数百〜数千個使用することから、足場用の接続部材の溶接作業並びに撤去作業及びバッフルプレート用の固定部材の溶接作業に、時間を要する、作業工数が多い、コストが嵩む等の問題があった。   In such a conventional nuclear reactor construction method, the scaffold connection member is welded to the surface of the reactor containment vessel to construct the scaffold, and the scaffold connection member is also attached when the scaffold is disassembled after the reactor containment vessel construction. Then, the fixing member that supports the baffle plate is welded to the surface of the containment vessel. In a single nuclear reactor, hundreds to thousands of connecting members and fixing members are used, so it takes time to weld and remove the connecting members for the scaffolding and the fixing members for the baffle plate. There were problems such as a large number of work steps and increased costs.

本発明は、上述した問題点に鑑み創案されたものであり、足場の撤去作業及びバッフルプレートの取付作業における作業工数を低減することによって、作業時間の短縮及びコストダウンを図ることができる、原子炉冷却構造及び原子炉の建造方法を提供することを目的とする。   The present invention was devised in view of the above-described problems, and by reducing the work man-hours in the scaffold removal work and the baffle plate attachment work, the work time can be shortened and the cost can be reduced. It is an object of the present invention to provide a reactor cooling structure and a reactor construction method.

本発明によれば、原子炉格納容器と原子炉建屋との間に配置され前記原子炉格納容器を空冷する冷却流路を形成するバッフルプレートを備えた原子炉冷却構造において、前記バッフルプレートを前記原子炉格納容器の表面に固定するための固定部材を有し、前記固定部材は、前記原子炉格納容器の建造時に前記原子炉格納容器の外周に設置される足場の接続部材を構成している、ことを特徴とする原子炉冷却構造が提供される。   According to the present invention, in a reactor cooling structure including a baffle plate that is disposed between a reactor containment vessel and a reactor building and forms a cooling flow path for air-cooling the reactor containment vessel, the baffle plate is A fixing member for fixing to the surface of the reactor containment vessel is included, and the fixing member constitutes a connecting member for a scaffold installed on the outer periphery of the reactor containment vessel when the reactor containment vessel is constructed. A reactor cooling structure is provided.

前記固定部材は、前記原子炉格納容器の表面に接続される固定金具と、該固定金具及び前記バッフルプレートに接続される連結部材と、を有し、前記固定金具が前記接続部材を構成していてもよい。   The fixing member includes a fixing fitting connected to the surface of the reactor containment vessel, and a connecting member connected to the fixing fitting and the baffle plate, and the fixing fitting constitutes the connection member. May be.

また、本発明によれば、原子炉格納容器と原子炉建屋との間に配置され前記原子炉格納容器を空冷する冷却流路を形成するバッフルプレートを備えた原子炉冷却構造を有する原子炉建造方法において、前記原子炉格納容器の胴部を構成する壁部材を下から上に順に組み上げていく途中で、組み上げられた下段の壁部材に足場を固定する接続部材を溶接し、前記接続部材に前記足場を固定し、前記下段の壁部材の上に上段の壁部材を配置し、前記足場を利用して前記下段の壁部材と前記上段の壁部材とを接合し、前記原子炉格納容器を建造した後に前記足場を撤去し、前記接続部材に前記バッフルプレートを固定するようにした、ことを特徴とする原子炉の建造方法が提供される。   Further, according to the present invention, the reactor construction having a reactor cooling structure provided with a baffle plate that is disposed between the reactor containment vessel and the reactor building and forms a cooling flow path for air-cooling the reactor containment vessel. In the method, in the middle of assembling the wall member constituting the trunk portion of the reactor containment vessel in order from the bottom to the top, the connecting member for fixing the scaffold to the assembled lower wall member is welded to the connecting member. The scaffold is fixed, an upper wall member is disposed on the lower wall member, the lower wall member and the upper wall member are joined using the scaffold, and the reactor containment vessel is A construction method of a nuclear reactor is provided, wherein the scaffold is removed after construction and the baffle plate is fixed to the connecting member.

前記バッフルプレートの固定に際し、前記接続部材に連結部材を接続し、該連結部材に前記バッフルプレートを固定するようにしてもよい。   When the baffle plate is fixed, a connecting member may be connected to the connecting member, and the baffle plate may be fixed to the connecting member.

上述した本発明に係る原子炉冷却構造及び原子炉の建造方法によれば、バッフルプレートの固定部材と足場の接続部材とを兼用することによって、足場の架設時に溶接した接続部材を撤去することなく、バッフルプレートを固定することができ、足場の撤去作業及びバッフルプレートの取付作業における作業工数を低減することができ、作業時間の短縮及びコストダウンを図ることができる。   According to the reactor cooling structure and the reactor construction method according to the present invention described above, by using the fixing member for the baffle plate and the connecting member for the scaffold together, the connecting member welded at the time of constructing the scaffold is not removed. In addition, the baffle plate can be fixed, the work man-hours in the scaffold removal work and the baffle plate mounting work can be reduced, and the work time and cost can be reduced.

本発明の第一実施形態に係る原子炉冷却構造を示す図であり、(a)は側面図、(b)は図1(a)におけるB−B矢視断面図、を示している。It is a figure which shows the nuclear reactor cooling structure which concerns on 1st embodiment of this invention, (a) is a side view, (b) has shown BB arrow sectional drawing in Fig.1 (a). 図1に示した原子炉冷却構造を有する原子炉の全体構成図である。FIG. 2 is an overall configuration diagram of a nuclear reactor having the reactor cooling structure shown in FIG. 1. 図1に示した固定金具を利用した足場の架設方法を示す図であり、(a)は第一例、(b)は第二例、を示している。It is a figure which shows the construction method of the scaffold using the fixing metal fitting shown in FIG. 1, (a) has shown the 1st example, (b) has shown the 2nd example. 本発明の第二実施形態に係る原子炉冷却構造を示す図であり、(a)は側面図、(b)は図4(a)に示した固定部材を利用した足場の架設方法を示す図、である。It is a figure which shows the reactor cooling structure which concerns on 2nd embodiment of this invention, (a) is a side view, (b) is a figure which shows the construction method of the scaffold using the fixing member shown to Fig.4 (a). . 本発明の第一実施形態に係る原子炉の建造方法を示す図であり、(a)は第一工程、(b)は第二工程、(c)は第三工程、(d)は第四工程、(e)は第五工程、(f)は第六工程、を示している。It is a figure which shows the construction method of the nuclear reactor which concerns on 1st embodiment of this invention, (a) is a 1st process, (b) is a 2nd process, (c) is a 3rd process, (d) is a 4th. Step (e) shows the fifth step and (f) shows the sixth step. 本発明の第二実施形態に係る原子炉の建造方法を示す図であり、(a)は第一工程、(b)は第二工程、(c)は第三工程、(d)は第四工程、(e)は第五工程、を示している。It is a figure which shows the construction method of the nuclear reactor which concerns on 2nd embodiment of this invention, (a) is a 1st process, (b) is a 2nd process, (c) is a 3rd process, (d) is a 4th. Step (e) shows the fifth step.

以下、本発明の実施形態について図1〜図6を用いて説明する。ここで、図1は、本発明の第一実施形態に係る原子炉冷却構造を示す図であり、(a)は側面図、(b)は図1(a)におけるB−B矢視断面図、を示している。図2は、図1に示した原子炉冷却構造を有する原子炉の全体構成図である。図3は、図1に示した固定金具を利用した足場の架設方法を示す図であり、(a)は第一例、(b)は第二例、を示している。   Hereinafter, embodiments of the present invention will be described with reference to FIGS. Here, FIG. 1 is a figure which shows the reactor cooling structure which concerns on 1st embodiment of this invention, (a) is a side view, (b) is BB arrow sectional drawing in Fig.1 (a). , Shows. FIG. 2 is an overall configuration diagram of a nuclear reactor having the reactor cooling structure shown in FIG. FIGS. 3A and 3B are diagrams showing a method of constructing a scaffold using the fixing bracket shown in FIG. 1. FIG. 3A shows a first example, and FIG. 3B shows a second example.

本発明の第一実施形態に係る原子炉冷却構造は、図1〜図3に示したように、原子炉格納容器11と原子炉建屋12との間に配置され原子炉格納容器11を空冷する冷却流路13を形成するバッフルプレート14を備えた原子炉1の冷却構造であって、バッフルプレート14を原子炉格納容器11の表面に固定するための固定部材2を有し、固定部材2の一部は、原子炉格納容器11の建造時に原子炉格納容器11の外周に設置される足場3の接続部材を構成している。   The reactor cooling structure according to the first embodiment of the present invention is arranged between the reactor containment vessel 11 and the reactor building 12 and air-cools the reactor containment vessel 11 as shown in FIGS. A cooling structure of the nuclear reactor 1 including a baffle plate 14 that forms a cooling flow path 13, including a fixing member 2 for fixing the baffle plate 14 to the surface of the reactor containment vessel 11. A part constitutes a connecting member of the scaffold 3 installed on the outer periphery of the reactor containment vessel 11 when the reactor containment vessel 11 is constructed.

原子炉1は、例えば、図2に示したように、加圧水型原子炉(PWR)であって、原子炉格納容器11内には、炉心を形成する原子炉圧力容器15、一次冷却系側(炉心)で発生した熱を二次冷却系側に伝達させる熱交換器を構成する蒸気発生器16、炉心に直接注水可能な静的非常用炉心冷却系(安全注入系)を構成する炉心補給水タンク17a、蓄圧注入系タンク17b、燃料取替用水タンク17c等の機器が配置される。   The reactor 1 is, for example, a pressurized water reactor (PWR) as shown in FIG. 2, and a reactor pressure vessel 15 that forms a reactor core, a primary cooling system side ( Steam generator 16 that constitutes a heat exchanger that transfers heat generated in the core) to the secondary cooling system, and core makeup water that constitutes a static emergency core cooling system (safety injection system) that can be directly injected into the core Devices such as a tank 17a, a pressure accumulation and injection system tank 17b, and a fuel replacement water tank 17c are arranged.

原子炉格納容器11は、円筒形状の胴部11aと、胴部11aの上部に配置されるドーム状屋根部11bと、により構成され、胴部11aは、上下方向及び周方向に複数に分割された壁部材11cにより構成される。そして、原子炉格納容器11の建造時には、壁部材11cを下から上に順に組み上げていくことによって胴部11aを建造し、その上に別途作製されたドーム状屋根部11bがクレーン等によって吊り上げられて配置される。   The reactor containment vessel 11 is configured by a cylindrical trunk portion 11a and a dome-shaped roof portion 11b disposed on the upper portion of the trunk portion 11a. The trunk portion 11a is divided into a plurality of parts in the vertical direction and the circumferential direction. The wall member 11c is configured. When the reactor containment vessel 11 is constructed, the trunk portion 11a is constructed by assembling the wall members 11c in order from the bottom, and the dome-shaped roof portion 11b separately produced thereon is lifted by a crane or the like. Arranged.

かかる原子炉格納容器11には、鋼製やプレストレストコンクリート製のものが存在しており、壁部材11cも同様に、鋼製やプレストレストコンクリート製により形成される。したがって、原子炉格納容器11の胴部11aを建造する際には、周方向に複数の壁部材11cを配置して溶接等により接合した後、その一段上の周方向に複数の壁部材11cを配置して上段と下段の壁部材11cを溶接等により接合するとともに、周方向の壁部材11cを溶接等により接合し、この作業を繰り返すこととなる。   The reactor containment vessel 11 is made of steel or prestressed concrete, and the wall member 11c is also made of steel or prestressed concrete. Therefore, when constructing the trunk portion 11a of the reactor containment vessel 11, after arranging a plurality of wall members 11c in the circumferential direction and joining them by welding or the like, the plurality of wall members 11c are arranged in the circumferential direction on the upper stage. The upper and lower wall members 11c are arranged and joined by welding or the like, and the circumferential wall members 11c are joined by welding or the like, and this operation is repeated.

原子炉建屋12は、原子炉格納容器11を遮蔽壁によって囲う構造体である。原子炉建屋12は、側部に複数の吸気口12aを有し、頂部に排気口12bを有する。また、排気口12bの外周には、貯水槽12cが形成されており、貯水槽12c内の水は散水管12dより、原子炉格納容器11のドーム状屋根部11b上に滴下される。散水管12dから滴下された水は、気化熱により原子炉格納容器11から熱を奪い、蒸発して排気口12bから外気に排気される。   The reactor building 12 is a structure that surrounds the reactor containment vessel 11 with a shielding wall. The reactor building 12 has a plurality of intake ports 12a on the side and an exhaust port 12b on the top. In addition, a water storage tank 12c is formed on the outer periphery of the exhaust port 12b, and water in the water storage tank 12c is dripped onto the dome-shaped roof portion 11b of the reactor containment vessel 11 through a sprinkling pipe 12d. The water dripped from the water spray pipe 12d takes heat from the reactor containment vessel 11 by the heat of vaporization, evaporates, and is exhausted from the exhaust port 12b to the outside air.

バッフルプレート14は、図2に示したように、原子炉格納容器11と原子炉建屋12との間の全周を覆うように配置される。バッフルプレート14は、上端部が原子炉建屋12に接続されるとともに、周面部が原子炉格納容器11に接続されることによって支持される。バッフルプレート14の下端部は、原子炉格納容器11及び原子炉建屋12に接続されておらず、バッフルプレート14の外側と内側とを連通する流路を形成している。かかるバッフルプレート14を配置することによって、吸気口12aから吸気された空気を原子炉建屋12とバッフルプレート14との間の空間に沿って下降させる第一冷却流路13aと、第一冷却流路13aに沿って下降した空気を原子炉格納容器11とバッフルプレート14との間の空間に沿って上昇させる第二冷却流路13bと、を有する冷却流路13を形成することができる。   As shown in FIG. 2, the baffle plate 14 is disposed so as to cover the entire circumference between the reactor containment vessel 11 and the reactor building 12. The baffle plate 14 is supported by the upper end portion being connected to the reactor building 12 and the peripheral surface portion being connected to the reactor containment vessel 11. The lower end portion of the baffle plate 14 is not connected to the reactor containment vessel 11 and the reactor building 12, and forms a flow path that connects the outside and the inside of the baffle plate 14. By disposing the baffle plate 14, a first cooling channel 13 a that lowers the air sucked from the inlet 12 a along the space between the reactor building 12 and the baffle plate 14, and the first cooling channel A cooling flow path 13 having a second cooling flow path 13b that raises the air descending along 13a along the space between the reactor containment vessel 11 and the baffle plate 14 can be formed.

かかる冷却構造によれば、高温の原子炉格納容器11との間で熱交換して高温となった空気(冷却風)は、第二冷却流路13bにおいて上昇気流となり、排気口12bから外部に順次排気されるとともに、吸気口12aから吸気され第一冷却流路13aを下降した空気(冷却風)は、第二冷却流路13bに自然に流れ込むこととなる。したがって、バッフルプレート14を備えた原子炉1の冷却構造では、自然対流によって、空気(冷却風)を吸気口12aから吸気して排気口12bから排気することにより、原子炉格納容器11を冷却することができる。   According to such a cooling structure, air (cooling air) heated to high temperature by exchanging heat with the high-temperature reactor containment vessel 11 becomes an ascending air current in the second cooling flow path 13b, and is discharged from the exhaust port 12b to the outside. The air (cooling air) that is exhausted sequentially and is sucked from the intake port 12a and descends through the first cooling channel 13a naturally flows into the second cooling channel 13b. Therefore, in the cooling structure of the reactor 1 including the baffle plate 14, the reactor containment vessel 11 is cooled by sucking air (cooling air) from the intake port 12a and exhausting it from the exhaust port 12b by natural convection. be able to.

そして、バッフルプレート14を原子炉格納容器11の表面に固定するための固定部材2は、図1(a)及び(b)に示したように、原子炉格納容器11の表面に接続される固定金具21と、固定金具21及びバッフルプレート14に接続される連結部材22と、を有している。固定金具21は、原子炉格納容器11の表面に溶接される板部材であり、ボルト・ナット等の締結具23により連結部材22と接続される。また、連結部材22は、例えば、ボルト・ナット等の締結具24によりバッフルプレート14に接続される。なお、固定金具21及び連結部材22は、例えば、鋼材により形成される。   The fixing member 2 for fixing the baffle plate 14 to the surface of the reactor containment vessel 11 is fixed to be connected to the surface of the reactor containment vessel 11 as shown in FIGS. A metal fitting 21 and a connecting member 22 connected to the fixed metal fitting 21 and the baffle plate 14 are provided. The fixture 21 is a plate member welded to the surface of the reactor containment vessel 11 and is connected to the connecting member 22 by a fastener 23 such as a bolt and a nut. The connecting member 22 is connected to the baffle plate 14 by a fastener 24 such as a bolt and a nut. Note that the fixing bracket 21 and the connecting member 22 are made of, for example, a steel material.

連結部材22は、例えば、断面U字状又は断面コ字状のサポート部材であり、バッフルプレート14の長手方向(上下方向)の要所(例えば、バッフルプレート14の繋ぎ目等)に間隔を空けて複数配置される。固定金具21は、例えば、連結部材22が配置される位置によって接続位置が決定される。ここでは、一つの連結部材22に対して、片側二個ずつ(両側で計四個)の固定金具21を配置しているが、かかる個数や配置に限定されるものではなく、片側に一個ずつの固定金具21が配置されてもよいし、片側に三個以上の固定金具21が配置されてもよい。   The connecting member 22 is, for example, a support member having a U-shaped cross section or a U-shaped cross section, and is spaced apart from important points in the longitudinal direction (vertical direction) of the baffle plate 14 (for example, joints of the baffle plate 14). Are arranged. For example, the connection position of the fixing bracket 21 is determined by the position where the coupling member 22 is disposed. In this case, two fixing brackets 21 are arranged on one side (a total of four on each side) for one connecting member 22, but the number and arrangement are not limited to this, and one fixing member 21 is provided on each side. The fixing bracket 21 may be disposed, or three or more fixing brackets 21 may be disposed on one side.

なお、足場3の配置に合わせて固定金具21を配置し、その一部の固定金具21を使用してバッフルプレート14を接続するようにしてもよい。この場合、原子炉1の建造後に使用しない固定金具21が冷却流路13中に残ることとなるが、固定金具21は空気の流れに沿った平板形状を有していることから、空気の流れを阻害することがない。   The fixing bracket 21 may be arranged in accordance with the arrangement of the scaffold 3 and the baffle plate 14 may be connected using a part of the fixing bracket 21. In this case, the fixing bracket 21 that is not used after the construction of the nuclear reactor 1 remains in the cooling flow path 13. However, since the fixing bracket 21 has a flat plate shape along the air flow, the flow of air Will not be disturbed.

そして、固定部材2の固定金具21は、図3(a)及び(b)に示したように、原子炉格納容器11の建造時に原子炉格納容器11の外周に設置される足場3の接続部材を構成している。ここで、図3(a)に記載した第一例は、上部の固定金具21に足場3を架設する場合を示しており、図3(b)に記載した第二例は、下部の固定金具21に足場3を架設する場合を示している。   And, as shown in FIGS. 3A and 3B, the fixing bracket 21 of the fixing member 2 is a connecting member of the scaffold 3 installed on the outer periphery of the reactor containment vessel 11 when the reactor containment vessel 11 is constructed. Is configured. Here, the first example shown in FIG. 3 (a) shows a case where the scaffold 3 is installed on the upper fixing bracket 21, and the second example shown in FIG. 3 (b) shows the lower fixing bracket. 21 shows a case where the scaffold 3 is installed.

図3(a)に示した足場3は、例えば、固定金具21を介して原子炉格納容器11の表面に固定される足場板31と、足場板31上に配置される手摺32と、足場板31の下面に配置される斜材33と、を有する。足場板31は、ボルト・ナット等の締結具25により固定金具21に接続される。斜材33は、足場板31を支持する部材であり、原子炉格納容器11の表面に当接する先端部には、緩衝材34(例えば、ゴム製)が配置されている。   The scaffold 3 shown in FIG. 3A includes, for example, a scaffold plate 31 that is fixed to the surface of the reactor containment vessel 11 via a fixing bracket 21, a handrail 32 that is disposed on the scaffold plate 31, and a scaffold plate. And a diagonal member 33 disposed on the lower surface of 31. The scaffold plate 31 is connected to the fixing bracket 21 by fasteners 25 such as bolts and nuts. The diagonal member 33 is a member that supports the scaffold plate 31, and a cushioning material 34 (for example, made of rubber) is disposed at a tip portion that contacts the surface of the reactor containment vessel 11.

また、図3(b)に示した足場3は、例えば、固定金具21を介して原子炉格納容器11の表面に固定される支持フレーム35と、支持フレーム35に接続される足場板31と、足場板31上に配置される手摺32と、足場板31の原子炉格納容器11との当接面に配置された緩衝材36(例えば、ゴム製)と、を有する。支持フレーム35は、ボルト・ナット等の締結具25により固定金具21に接続される。なお、足場3の架設方法は、図3(a)及び(b)に示したものに限定されず、固定金具21を利用した架設方法であれば他の方法であってもよい。   Further, the scaffold 3 shown in FIG. 3B includes, for example, a support frame 35 that is fixed to the surface of the reactor containment vessel 11 via the fixing bracket 21, a scaffold plate 31 that is connected to the support frame 35, A handrail 32 disposed on the scaffold plate 31 and a buffer material 36 (for example, made of rubber) disposed on a contact surface of the scaffold plate 31 with the reactor containment vessel 11 are provided. The support frame 35 is connected to the fixture 21 by fasteners 25 such as bolts and nuts. In addition, the construction method of the scaffold 3 is not limited to the one shown in FIGS. 3A and 3B, and any other method may be used as long as the construction method uses the fixing bracket 21.

このように、本実施形態においては、原子炉1の冷却構造を構成するバッフルプレート14の固定部材2の一部(例えば、固定金具21)を、原子炉格納容器11の建造時に所定の位置に溶接しておき、その固定部材2(固定金具21)を利用して原子炉格納容器11の建造時に必要な足場3を架設するようにしている。したがって、バッフルプレート14の固定部材2と足場3の接続部材とを兼用することによって、足場3の架設時に溶接した接続部材を撤去することなく、バッフルプレート14を固定することができ、足場3の撤去作業及びバッフルプレート14の取付作業における作業工数を低減することができ、作業時間の短縮及びコストダウンを図ることができる。   Thus, in the present embodiment, a part of the fixing member 2 of the baffle plate 14 constituting the cooling structure of the nuclear reactor 1 (for example, the fixing bracket 21) is placed at a predetermined position when the reactor containment vessel 11 is constructed. The scaffold 3 necessary for the construction of the reactor containment vessel 11 is erected using the fixing member 2 (fixing fitting 21). Therefore, by combining the fixing member 2 of the baffle plate 14 and the connecting member of the scaffold 3, the baffle plate 14 can be fixed without removing the connecting member welded when the scaffold 3 is installed. The number of work steps in the removal work and the baffle plate 14 work can be reduced, and the working time can be shortened and the cost can be reduced.

次に、本発明の第二実施形態に係る原子炉冷却構造について説明する。ここで、図4は、本発明の第二実施形態に係る原子炉冷却構造を示す図であり、(a)は側面図、(b)は図4(a)に示した固定部材を利用した足場の架設方法を示す図、である。なお、上述した第一実施形態と重複する構成部品については、同じ符号を付して重複した説明を省略する。   Next, a reactor cooling structure according to the second embodiment of the present invention will be described. Here, FIG. 4 is a figure which shows the nuclear reactor cooling structure which concerns on 2nd embodiment of this invention, (a) is a side view, (b) utilized the fixing member shown to Fig.4 (a). It is a figure which shows the construction method of a scaffold. In addition, about the component which overlaps with 1st embodiment mentioned above, the same code | symbol is attached | subjected and the overlapping description is abbreviate | omitted.

図4(a)に示した第二実施形態に係る原子炉冷却構造は、固定部材2を第一実施形態における連結部材22に相当する部材により構成し、固定部材2に足場3を接続可能な締結孔26を形成したものである。固定部材2は、連結部材22と同様に、例えば、断面U字状又は断面コ字状のサポート部材であり、バッフルプレート14の長手方向(上下方向)の要所(例えば、バッフルプレート14の繋ぎ目等)に間隔を空けて複数配置される。そして、第二実施形態では、かかる固定部材2が原子炉格納容器11の表面に直接溶接される。   In the reactor cooling structure according to the second embodiment shown in FIG. 4A, the fixing member 2 is configured by a member corresponding to the connecting member 22 in the first embodiment, and the scaffold 3 can be connected to the fixing member 2. A fastening hole 26 is formed. The fixing member 2 is, for example, a support member having a U-shaped cross section or a U-shaped cross section, as in the case of the connecting member 22. A plurality of the eyes are arranged at intervals. In the second embodiment, the fixing member 2 is directly welded to the surface of the reactor containment vessel 11.

図4(b)に示したように、固定部材2は、原子炉格納容器11の建造時に原子炉格納容器11の外周に設置される足場3の接続部材を構成している。足場3は、例えば、固定部材2を介して原子炉格納容器11の表面に固定される支持フレーム37と、支持フレーム37に接続される足場板31と、足場板31上に配置される手摺32と、足場板31の下面に配置される斜材33と、を有する。支持フレーム37は、ボルト・ナット等の締結具27により固定部材2に接続される。   As shown in FIG. 4B, the fixing member 2 constitutes a connection member for the scaffold 3 installed on the outer periphery of the reactor containment vessel 11 when the reactor containment vessel 11 is constructed. The scaffold 3 includes, for example, a support frame 37 fixed to the surface of the reactor containment vessel 11 via the fixing member 2, a scaffold plate 31 connected to the support frame 37, and a handrail 32 disposed on the scaffold plate 31. And a diagonal member 33 disposed on the lower surface of the scaffold plate 31. The support frame 37 is connected to the fixing member 2 by fasteners 27 such as bolts and nuts.

このように、固定部材2を直接的に原子炉格納容器11の建造時に必要な足場3の接続部材として利用することによっても、上述した第一実施形態と同様の効果を奏し、足場3の架設時に溶接した接続部材を撤去することなく、バッフルプレート14を固定することができ、足場3の撤去作業及びバッフルプレート14の取付作業における作業工数を低減することができ、作業時間の短縮及びコストダウンを図ることができる。   As described above, by using the fixing member 2 directly as a connection member for the scaffold 3 necessary when the reactor containment vessel 11 is constructed, the same effects as those of the first embodiment described above can be obtained. The baffle plate 14 can be fixed without removing the connection member that is sometimes welded, the number of work steps for removing the scaffold 3 and attaching the baffle plate 14 can be reduced, and the work time and cost can be reduced. Can be achieved.

続いて、本発明の実施形態に係る原子炉1の建造方法について、図5及び図6を参照しつつ説明する。ここで、図5は、本発明の第一実施形態に係る原子炉の建造方法を示す図であり、(a)は第一工程、(b)は第二工程、(c)は第三工程、(d)は第四工程、(e)は第五工程、(f)は第六工程、を示している。また、図6は、本発明の第二実施形態に係る原子炉の建造方法を示す図であり、(a)は第一工程、(b)は第二工程、(c)は第三工程、(d)は第四工程、(e)は第五工程、を示している。なお、上述した原子炉冷却構造の実施形態と重複する構成部品については、同じ符号を付して重複した説明を省略する。   Then, the construction method of the nuclear reactor 1 which concerns on embodiment of this invention is demonstrated, referring FIG.5 and FIG.6. Here, FIG. 5 is a figure which shows the construction method of the nuclear reactor which concerns on 1st embodiment of this invention, (a) is a 1st process, (b) is a 2nd process, (c) is a 3rd process. , (D) shows the fourth step, (e) shows the fifth step, and (f) shows the sixth step. Moreover, FIG. 6 is a figure which shows the construction method of the reactor which concerns on 2nd embodiment of this invention, (a) is a 1st process, (b) is a 2nd process, (c) is a 3rd process, (D) shows the fourth step and (e) shows the fifth step. In addition, about the component which overlaps with embodiment of the reactor cooling structure mentioned above, the same code | symbol is attached | subjected and the overlapping description is abbreviate | omitted.

図5に示した第一実施形態に係る原子炉1の建造方法は、原子炉格納容器11と原子炉建屋12との間に配置され原子炉格納容器11を空冷する冷却流路13を形成するバッフルプレート14を備えた原子炉冷却構造(図2参照)を有する原子炉1の建造方法であって、原子炉格納容器11の胴部11aを構成する壁部材11cを下から上に順に組み上げていく途中で、組み上げられた下段の壁部材11cに足場3を固定する接続部材(固定金具21)を溶接し、接続部材(固定金具21)に足場3を固定し、下段の壁部材11cの上に上段の壁部材11c′を配置し、足場3を利用して下段の壁部材11cと上段の壁部材11c′とを接合し、原子炉格納容器11を建造した後に足場3を撤去し、接続部材(固定金具21)にバッフルプレート14を固定するようにしたものである。   In the construction method of the nuclear reactor 1 according to the first embodiment shown in FIG. 5, the cooling flow path 13 that is disposed between the nuclear reactor containment vessel 11 and the nuclear reactor building 12 and cools the nuclear reactor containment vessel 11 is formed. A method for constructing a nuclear reactor 1 having a reactor cooling structure (see FIG. 2) provided with a baffle plate 14, in which wall members 11 c constituting a trunk portion 11 a of a reactor containment vessel 11 are assembled in order from the bottom to the top. On the way, the connecting member (fixing bracket 21) for fixing the scaffold 3 is welded to the assembled lower wall member 11c, the scaffold 3 is fixed to the connecting member (fixing bracket 21), and the upper wall member 11c is The upper wall member 11c 'is disposed on the lower wall member 11c and the upper wall member 11c' are joined using the scaffold 3, and after the reactor containment vessel 11 is constructed, the scaffold 3 is removed and connected. Baffle pre on member (fixing bracket 21) It is obtained so as to secure the door 14.

図5(a)に示した第一工程は、組み上げられた下段の壁部材11cに固定金具21を溶接する工程である。固定金具21は、足場3を固定する接続部材としての機能を有する。固定金具21は、バッフルプレート14を固定する固定部材2の一部を構成することから、固定金具21の配置は、固定部材2の配置によって決定される。   The first step shown in FIG. 5A is a step of welding the fixture 21 to the assembled lower wall member 11c. The fixing bracket 21 has a function as a connection member that fixes the scaffold 3. Since the fixture 21 constitutes a part of the fixing member 2 that fixes the baffle plate 14, the arrangement of the fixture 21 is determined by the arrangement of the fixing member 2.

図5(b)に示した第二工程は、固定金具21に足場3を架設する工程である。具体的には、固定金具21に足場板31をボルト・ナット等の締結具によって接続する。なお、足場3は、上述したように、手摺32、斜材33等を有する。   The second step shown in FIG. 5B is a step of constructing the scaffold 3 on the fixing bracket 21. Specifically, the scaffolding plate 31 is connected to the fixture 21 with a fastener such as a bolt or nut. The scaffold 3 includes the handrail 32, the diagonal member 33, and the like as described above.

図5(c)に示した第三工程は、下段の壁部材11c上に上段の壁部材11c′を配置する工程である。そして、足場3を利用して、下段の壁部材11cと上段の壁部材11c′とを接合(例えば、溶接等)する。この第一工程から第三工程を繰り返すことによって、原子炉格納容器11の胴部11aが建造される。   The third step shown in FIG. 5C is a step of disposing the upper wall member 11c ′ on the lower wall member 11c. Then, using the scaffold 3, the lower wall member 11 c and the upper wall member 11 c ′ are joined (for example, welding). By repeating the first to third steps, the trunk portion 11a of the reactor containment vessel 11 is constructed.

図5(d)に示した第四工程は、足場3を撤去する工程である。具体的には、足場板31を固定金具21から取り外すことによって足場3を撤去する。このとき、固定金具21は撤去しないようにする。足場3の撤去は、原子炉格納容器11の胴部11aが建造された後であってもよいし、胴部11a上にドーム状屋根部11bを配置して原子炉格納容器11の全体が建造された後であってもよい。   The fourth step shown in FIG. 5D is a step of removing the scaffold 3. Specifically, the scaffold 3 is removed by removing the scaffold plate 31 from the fixture 21. At this time, the fixing bracket 21 is not removed. The scaffold 3 may be removed after the trunk portion 11a of the reactor containment vessel 11 is constructed, or the entire reactor containment vessel 11 is constructed by arranging the dome-shaped roof portion 11b on the trunk portion 11a. It may be after being done.

図5(e)に示した第五工程は、バッフルプレート14を支持する固定部材2の一部を構成する連結部材22を固定金具21に接続する工程である。具体的には、連結部材22は、例えば、断面U字状又は断面コ字状のサポート部材であり、ボルト・ナット等の締結具により固定金具21に接続される。なお、固定部材2は、固定金具21及び連結部材22により構成される。   The fifth step shown in FIG. 5 (e) is a step of connecting the connecting member 22 constituting a part of the fixing member 2 that supports the baffle plate 14 to the fixing fitting 21. Specifically, the connecting member 22 is, for example, a support member having a U-shaped cross section or a U-shaped cross section, and is connected to the fixing bracket 21 by a fastener such as a bolt and a nut. The fixing member 2 includes a fixing metal 21 and a connecting member 22.

図5(f)に示した第六工程は、固定部材2にバッフルプレート14を固定する工程である。具体的には、バッフルプレート14は、ボルト・ナット等の締結具により連結部材22に接続される。ここで、固定金具21は、図5(b)に示したように、足場3の接続部材を構成しており、バッフルプレート14は、連結部材22を介して固定金具21に固定されることとなる。   The sixth step shown in FIG. 5F is a step of fixing the baffle plate 14 to the fixing member 2. Specifically, the baffle plate 14 is connected to the connecting member 22 by fasteners such as bolts and nuts. Here, as shown in FIG. 5 (b), the fixing bracket 21 constitutes a connection member of the scaffold 3, and the baffle plate 14 is fixed to the fixing bracket 21 via the connecting member 22. Become.

したがって、上述した本実施形態に係る原子炉1の建造方法によれば、バッフルプレート14の固定部材2と足場3の接続部材とを兼用することによって、足場3の架設時に溶接した接続部材を撤去することなく、バッフルプレート14を固定することができ、足場3の撤去作業及びバッフルプレート14の取付作業における作業工数を低減することができ、作業時間の短縮及びコストダウンを図ることができる。   Therefore, according to the construction method of the nuclear reactor 1 according to the present embodiment described above, the connecting member welded when the scaffold 3 is installed is removed by using the fixing member 2 of the baffle plate 14 and the connecting member of the scaffold 3 together. Therefore, the baffle plate 14 can be fixed, the work man-hours in the removal work of the scaffold 3 and the attachment work of the baffle plate 14 can be reduced, and the work time and cost can be reduced.

図6に示した第二実施形態に係る原子炉1の建造方法は、原子炉格納容器11と原子炉建屋12との間に配置され原子炉格納容器11を空冷する冷却流路13を形成するバッフルプレート14を備えた原子炉冷却構造(図2参照)を有する原子炉1の建造方法であって、原子炉格納容器11の胴部11aを構成する壁部材11cを下から上に順に組み上げていく途中で、組み上げられた下段の壁部材11cに足場3を固定する接続部材(固定部材2)を溶接し、接続部材(固定部材2)に足場3を固定し、下段の壁部材11cの上に上段の壁部材11c′を配置し、足場3を利用して下段の壁部材11cと上段の壁部材11c′とを接合し、原子炉格納容器11を建造した後に足場3を撤去し、接続部材(固定部材2)にバッフルプレート14を固定するようにしたものである。   In the construction method of the nuclear reactor 1 according to the second embodiment shown in FIG. 6, the cooling flow path 13 that is disposed between the nuclear reactor containment vessel 11 and the nuclear reactor building 12 and cools the nuclear reactor containment vessel 11 is formed. A method for constructing a nuclear reactor 1 having a reactor cooling structure (see FIG. 2) provided with a baffle plate 14, in which wall members 11 c constituting a trunk portion 11 a of a reactor containment vessel 11 are assembled in order from the bottom to the top. On the way, the connecting member (fixing member 2) for fixing the scaffold 3 to the assembled lower wall member 11c is welded, and the scaffold 3 is fixed to the connecting member (fixing member 2), and the upper wall member 11c is The upper wall member 11c 'is disposed on the lower wall member 11c and the upper wall member 11c' are joined using the scaffold 3, and after the reactor containment vessel 11 is constructed, the scaffold 3 is removed and connected. Baffle plate 1 on member (fixing member 2) It is obtained so as to secure the.

図6(a)に示した第一工程は、組み上げられた下段の壁部材11cに固定部材2を溶接する工程である。固定部材2は、バッフルプレート14を固定する部材であって、上述した連結部材22と実質的に同様の形状を有する。固定部材2は、連結部材22と同様に、例えば、断面U字状又は断面コ字状のサポート部材であり、バッフルプレート14の長手方向(上下方向)の要所(例えば、バッフルプレート14の繋ぎ目等)に間隔を空けて複数配置される。そして、この固定部材2は、足場3を固定する接続部材としての機能を有し、ボルト・ナット等の締結具を接続可能な締結孔26を有する。   The first step shown in FIG. 6A is a step of welding the fixing member 2 to the assembled lower wall member 11c. The fixing member 2 is a member that fixes the baffle plate 14 and has substantially the same shape as the connecting member 22 described above. The fixing member 2 is, for example, a support member having a U-shaped cross section or a U-shaped cross section, as in the case of the connecting member 22. A plurality of the eyes are arranged at intervals. And this fixing member 2 has a function as a connection member which fixes the scaffold 3, and has the fastening hole 26 which can connect fasteners, such as a volt | bolt and a nut.

図6(b)に示した第二工程は、固定部材2に足場3を架設する工程である。具体的には、固定部材2に足場板31に接続された支持フレーム37をボルト・ナット等の締結具によって接続する。なお、足場3は、上述したように、手摺32、斜材33等を有する。   The second step shown in FIG. 6B is a step of constructing the scaffold 3 on the fixing member 2. Specifically, the support frame 37 connected to the scaffolding plate 31 is connected to the fixing member 2 by a fastener such as a bolt and a nut. The scaffold 3 includes the handrail 32, the diagonal member 33, and the like as described above.

図6(c)に示した第三工程は、下段の壁部材11c上に上段の壁部材11c′を配置する工程である。そして、足場3を利用して、下段の壁部材11cと上段の壁部材11c′とを接合(例えば、溶接等)する。この第一工程から第三工程を繰り返すことによって、原子炉格納容器11の胴部11aが建造される。   The third step shown in FIG. 6C is a step of disposing the upper wall member 11c ′ on the lower wall member 11c. Then, using the scaffold 3, the lower wall member 11 c and the upper wall member 11 c ′ are joined (for example, welding). By repeating the first to third steps, the trunk portion 11a of the reactor containment vessel 11 is constructed.

図5(d)に示した第四工程は、足場3を撤去する工程である。具体的には、支持フレーム37を固定部材2から取り外すことによって足場3を撤去する。このとき、固定部材2は撤去しないようにする。足場3の撤去は、原子炉格納容器11の胴部11aが建造された後であってもよいし、胴部11a上にドーム状屋根部11bを配置して原子炉格納容器11の全体が建造された後であってもよい。   The fourth step shown in FIG. 5D is a step of removing the scaffold 3. Specifically, the scaffold 3 is removed by removing the support frame 37 from the fixing member 2. At this time, the fixing member 2 is not removed. The scaffold 3 may be removed after the trunk portion 11a of the reactor containment vessel 11 is constructed, or the entire reactor containment vessel 11 is constructed by arranging the dome-shaped roof portion 11b on the trunk portion 11a. It may be after being done.

図5(e)に示した第五工程は、固定部材2にバッフルプレート14を固定する工程である。具体的には、バッフルプレート14は、ボルト・ナット等の締結具により固定部材2に接続される。かかる第二実施形態では、バッフルプレート14の固定部材2を、そのまま足場3の接続部材として使用しており、上述した第一実施形態に係る原子炉1の建造方法と同様の効果を奏する。   The fifth step shown in FIG. 5E is a step of fixing the baffle plate 14 to the fixing member 2. Specifically, the baffle plate 14 is connected to the fixing member 2 by fasteners such as bolts and nuts. In the second embodiment, the fixing member 2 of the baffle plate 14 is used as it is as the connection member of the scaffold 3, and the same effect as the construction method of the nuclear reactor 1 according to the first embodiment described above is obtained.

本発明は上述した実施形態に限定されず、例えば、バッフルプレート14の固定部材2に足場3を接続するものとバッフルプレート14の固定部材2の一部(固定金具21)に足場3を接続するものとを混在させるようにしてもよい等、本発明の趣旨を逸脱しない範囲で種々変更が可能であることは勿論である。   The present invention is not limited to the above-described embodiment. For example, the scaffold 3 is connected to the fixing member 2 of the baffle plate 14 and a part (fixing bracket 21) of the fixing member 2 of the baffle plate 14. It goes without saying that various modifications can be made without departing from the spirit of the present invention, such as a mixture of the above and the like.

1 原子炉
2 固定部材
3 足場
11 原子炉格納容器
11a 胴部
11c,11c′ 壁部材
12 原子炉建屋
13 冷却流路
13a 第一冷却流路
13b 第二冷却流路
14 バッフルプレート
21 固定金具
22 連結部材
DESCRIPTION OF SYMBOLS 1 Reactor 2 Fixing member 3 Scaffold 11 Reactor containment vessel 11a Body part 11c, 11c 'Wall member 12 Reactor building 13 Cooling flow path 13a First cooling flow path 13b Second cooling flow path 14 Baffle plate 21 Fixing bracket 22 Connection Element

Claims (4)

原子炉格納容器と原子炉建屋との間に配置され前記原子炉格納容器を空冷する冷却流路を形成するバッフルプレートを備えた原子炉冷却構造において、
前記バッフルプレートを前記原子炉格納容器の表面に固定するための固定部材を有し、
前記固定部材は、前記原子炉格納容器の建造時に前記原子炉格納容器の外周に設置される足場の接続部材を構成している、ことを特徴とする原子炉冷却構造。
In the reactor cooling structure provided with a baffle plate that is arranged between the reactor containment vessel and the reactor building and forms a cooling flow path for air-cooling the reactor containment vessel,
A fixing member for fixing the baffle plate to the surface of the reactor containment vessel;
The reactor cooling structure according to claim 1, wherein the fixing member constitutes a connection member for a scaffold installed on an outer periphery of the reactor containment vessel when the reactor containment vessel is constructed.
前記固定部材は、前記原子炉格納容器の表面に接続される固定金具と、該固定金具及び前記バッフルプレートに接続される連結部材と、を有し、前記固定金具が前記接続部材を構成している、ことを特徴とする請求項1に記載の原子炉冷却構造。   The fixing member has a fixing fitting connected to the surface of the reactor containment vessel, and a connecting member connected to the fixing fitting and the baffle plate, and the fixing fitting constitutes the connection member. The reactor cooling structure according to claim 1, wherein: 原子炉格納容器と原子炉建屋との間に配置され前記原子炉格納容器を空冷する冷却流路を形成するバッフルプレートを備えた原子炉冷却構造を有する原子炉の建造方法において、
前記原子炉格納容器の胴部を構成する壁部材を下から上に順に組み上げていく途中で、
組み上げられた下段の壁部材に足場を固定する接続部材を溶接し、
前記接続部材に前記足場を固定し、
前記下段の壁部材の上に上段の壁部材を配置し、
前記足場を利用して前記下段の壁部材と前記上段の壁部材とを接合し、
前記原子炉格納容器を建造した後に前記足場を撤去し、
前記接続部材に前記バッフルプレートを固定するようにした、
ことを特徴とする原子炉の建造方法。
In a reactor construction method having a reactor cooling structure including a baffle plate disposed between a reactor containment vessel and a reactor building and forming a cooling flow path for air-cooling the reactor containment vessel,
In the course of assembling the wall members constituting the trunk of the reactor containment vessel in order from the bottom up,
Welding the connecting member that fixes the scaffold to the assembled lower wall member,
Fixing the scaffold to the connecting member;
An upper wall member is disposed on the lower wall member,
Joining the lower wall member and the upper wall member using the scaffold,
After building the reactor containment vessel, the scaffold is removed,
The baffle plate is fixed to the connection member.
A nuclear reactor construction method characterized by the above.
前記バッフルプレートの固定に際し、前記接続部材に連結部材を接続し、該連結部材に前記バッフルプレートを固定するようにした、ことを特徴とする請求項3に記載の原子炉の建造方法。   4. The method of building a nuclear reactor according to claim 3, wherein when the baffle plate is fixed, a connecting member is connected to the connecting member, and the baffle plate is fixed to the connecting member.
JP2012028484A 2012-02-13 2012-02-13 Nuclear reactor cooling structure and constructing method of nuclear reactor Pending JP2013164387A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018004433A (en) * 2016-07-01 2018-01-11 日立Geニュークリア・エナジー株式会社 Vent device with filter and method of disposing thermal insulation material around vent device with filter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018004433A (en) * 2016-07-01 2018-01-11 日立Geニュークリア・エナジー株式会社 Vent device with filter and method of disposing thermal insulation material around vent device with filter

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