JPH05107381A - Method for constructing nuclear power plant reactor - Google Patents

Method for constructing nuclear power plant reactor

Info

Publication number
JPH05107381A
JPH05107381A JP3270660A JP27066091A JPH05107381A JP H05107381 A JPH05107381 A JP H05107381A JP 3270660 A JP3270660 A JP 3270660A JP 27066091 A JP27066091 A JP 27066091A JP H05107381 A JPH05107381 A JP H05107381A
Authority
JP
Japan
Prior art keywords
reactor
modules
module
base mat
building base
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3270660A
Other languages
Japanese (ja)
Inventor
Izumi Kinoshita
泉 木下
Morihiko Sato
守彦 佐藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Central Research Institute of Electric Power Industry
Original Assignee
Central Research Institute of Electric Power Industry
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Central Research Institute of Electric Power Industry filed Critical Central Research Institute of Electric Power Industry
Priority to JP3270660A priority Critical patent/JPH05107381A/en
Publication of JPH05107381A publication Critical patent/JPH05107381A/en
Pending legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To shorten the construction period of a prefabricated nuclear power plant by omitting the field erection of the plant. CONSTITUTION:The outer peripheral area of a reactor container is partitioned into several units on a nuclear reactor building base mat 11 and steel boxes in which equipment, piping and electric components to be disposed in each unit are stored are fabricated as first to sixth unit modules 1-6 in a factory. The unit modules 1-6 are installed on the nuclear reactor building base mat 11 at a construction site. The boxes facing the reactor container are joined together and the reactor container is covered at its upper side with confinement modules 7-9 and the confinement modules 7-9 are placed on the box walls of the unit modules 1-6 and joined together. During the process of installing the unit modules 1-6 a nuclear reaction module 12 with which the reactor container and a reactor core main body are fabricated integrally is installed on the nuclear reactor building base mat 11. The unit modules 1-6, the confinement modules 7-9, and the nuclear reactor module 12 are installed on the nuclear reactor building base mat 11 and are joined together and then the work of connecting piping and electrical wiring among the modules is performed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は原子炉建屋ベースマット
上に設置・固定される設備モジュールの骨組みおよびボ
ックスを結合して原子炉モジュールを収納する原子炉建
物とし、中・小形原子炉に好適した原子力プラントの建
設方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is a reactor building for accommodating a reactor module by connecting a framework and a box of equipment modules installed / fixed on a base mat of a reactor building, and is suitable for medium- and small-sized reactors. Method of constructing a nuclear power plant.

【0002】[0002]

【従来の技術】原子炉格納容器およびこれが内包する原
子炉本体を製造工場で統合一括製作し、バージで海上輸
送し、大形トランスポータおよびころ引きで原子炉建屋
ベースマット上に搬入する機器の製作、据付方法が中・
小形原子炉を対象に総重量3000トン位まで可能である。
2. Description of the Related Art A reactor containment vessel and a reactor body contained therein are integrated and manufactured in a manufacturing plant, transported by barge at sea, and transported by a large transporter and rolled onto a base mat of a reactor building. Production and installation method is medium
A total weight of up to 3000 tons is possible for small nuclear reactors.

【0003】この場合、原子炉建屋ベースマット上に建
築される機器室を従来から知られている鉄筋コンクリー
ト製建物とする原子力プラントの構成を図3および図4
によって説明する。
In this case, the configuration of a nuclear power plant in which the equipment room constructed on the base mat of the reactor building is a conventionally known reinforced concrete building is shown in FIGS. 3 and 4.
Explained by.

【0004】すなわち、図3(b)および(c)に示し
たように鉄筋コンクリート製の原子炉建屋ベースマット
11上に、製造工場で統合一括製作された原子炉モジュー
ル12が据付けられ、その周辺に井桁形の鉄筋コンクリー
ト製機器室13が構築される。原子炉モジュール12の上方
はコンファイメント構造物14を機器室13の頂部に構築し
て覆われている。
That is, as shown in FIGS. 3 (b) and 3 (c), a reinforced concrete reactor building base mat
A reactor module 12, which is integrated and manufactured in a batch at a manufacturing plant, is installed on the upper part 11, and a girder-shaped reinforced concrete equipment room 13 is built around it. Above the reactor module 12, a confinement structure 14 is built on the top of the equipment room 13 and covered.

【0005】原子炉モジュール12は原子炉格納容器と、
これが内包する原子炉本体およびこの原子炉本体を支持
する鉄骨フレームとから構成され、製造工場で製作さ
れ、一体で現地に輸送を可能とするものであるが、30〜
50万KWeの中・小形原子炉を対象とすると、総重量が
約3000トンとなる。
The reactor module 12 includes a reactor containment vessel,
It is composed of a contained reactor body and a steel frame that supports this reactor body, is manufactured at a manufacturing plant, and can be transported to the site as a unit.
For 500,000 KWe small and medium-sized nuclear reactors, the total weight is about 3000 tons.

【0006】この約3000トンの原子炉モジュール12を原
子炉建屋ベースマット11上に据付けるには、吊り下げ式
の揚重機の能力を大幅に上まわるので、ころ引きで原子
炉建屋ベースマット11上の中央に引き込む。この際、井
桁形の鉄筋コンクリート製機器室13が完成していると原
子炉モジュール12の引き込みは不可能であり、引き込み
口のみ機器室の建築を後まわしにすると、鉄筋コンクリ
ート製の壁・床の建上げ、コンクリートの乾燥工程が既
完成部の鉄筋コンクリート製機器室の壁・床の建上げ、
コンクリートの乾燥工程とシリーズになり、現地工期が
長期化する。そこで、原子炉モジュール12を原子炉建屋
ベースマット11上に引き込んだ後に、井桁形の鉄筋コン
クリート製機器室13を建築し、さらにその頂部にコンフ
ァイメント構造物14を原子炉モジュール12を覆うように
構築する。完成した鉄筋コンクリート製機器室13内に機
器・配管および電気品を据付けると共にケーブル類を布
設する。最後に原子炉モジュール12と周囲設置の系統設
備との結合を行ってプラントの据付を完了する。
[0006] In order to install the reactor module 12 of about 3000 tons on the reactor building base mat 11, the capacity of the hanging-type lifting machine is greatly exceeded. Pull it to the center above. At this time, it is impossible to pull in the reactor module 12 if the double girder-shaped reinforced concrete equipment room 13 is completed, and if the construction of the equipment room is postponed only at the lead-in port, the reinforced concrete wall / floor will be built. , The wall and floor of the reinforced concrete equipment room where the concrete drying process is already completed,
It becomes a series with the concrete drying process, prolonging the construction period. Therefore, after pulling the reactor module 12 onto the reactor building base mat 11, a double girder-shaped reinforced concrete equipment room 13 is built, and further a confinement structure 14 is provided on the top of the reactor room 12 to cover the reactor module 12. To construct. Equipment, piping and electrical equipment will be installed and cables will be laid in the completed reinforced concrete equipment room 13. Finally, the reactor module 12 and the surrounding system equipment are connected to complete the plant installation.

【0007】以上に説明した建設工程を図4に示す。図
中、横軸はプラントの着手から完了までの期間を月で示
し、縦軸は各工程の工事項目を示している。図4から明
らかなように機器製作着手から岩盤検査まで6ヶ月間を
要し、プラント据付完了までは36ヶ月(3年)間要す
る。すなわち、機器製作着手時には原子炉モジュールの
工場製作が行われ、原子炉モジュールは約15ヶ月間経て
完成する。この工程と並行して岩盤検査が6ヶ月後に行
われ、その後に原子炉建屋ベースマット打設工事が行わ
れる。この打設工事完了後に原子炉モジュールは輸送さ
れ、据付工事が行われる。原子炉モジュールの据付工事
完了後、機器室建築工事(9ヶ月)、機器室内機械・電
気工事(6ヶ月)を経て、仕上げ工事(4ヶ月)後にプ
ラント据付は完了する。この全工事期間は3年間要して
いる。
The construction process described above is shown in FIG. In the figure, the horizontal axis shows the period from the start of the plant to the completion in months, and the vertical axis shows the construction items of each process. As is clear from Fig. 4, it takes 6 months from the start of equipment production to bedrock inspection, and 36 months (3 years) until the plant installation is completed. In other words, the reactor module will be factory-manufactured at the beginning of equipment manufacturing, and the reactor module will be completed in about 15 months. In parallel with this process, rock mass inspection will be conducted 6 months later, and then the reactor building base mat placing work will be performed. After completion of this placement work, the reactor modules will be transported and installation work will be performed. After the installation work of the reactor module is completed, the equipment room construction work (9 months), the equipment room mechanical / electrical work (6 months), and the finishing work (4 months) will be completed before the plant installation. This entire construction period takes 3 years.

【0008】[0008]

【発明が解決しようとする課題】原子炉格納容器および
原子炉本体を製造工場で統合一括製作することは、現地
の機器据付の工事量を大幅に削減するのに極めて有効で
ある。しかしながら、機器室13を従来の鉄筋コンクリー
ト製とすると、原子炉格納容器の外周に配置される機器
配管類の据付開始までに必要とされる機器室躯体の完成
に鉄筋コンクリート造りの壁および床の階層毎の建上げ
のため約10ヶ月を費やすことになる。また、この期間は
先入機器の据付等のため、建屋工事との干渉があり、原
子炉格納容器および原子炉本体の統合一括製作を製造工
場で行った割には、現地工事量削減の効果が発揮されな
い。さらに、製造工場で統合一括製作した原子炉格納容
器および原子炉本体を現地に据付ける時点が現地工事工
程の早期であり、この時点からプラント設備全体の据付
完了までの現地工程が長期化し、製造工場での製作着手
から現地でのプラント設備全体の据付完了までの総工期
の短縮を十分期待することができないなどの課題があ
る。
Integrated production of the reactor containment vessel and the reactor body at a manufacturing plant is extremely effective in significantly reducing the amount of work for installing local equipment. However, if the equipment room 13 is made of conventional reinforced concrete, each reinforced concrete wall and floor layer is used to complete the equipment room skeleton that is required until the installation of equipment piping arranged on the outer periphery of the reactor containment vessel is started. It will take about 10 months to build. Also, during this period, there is interference with building work due to the installation of advanced equipment, etc., and despite the integrated batch production of the reactor containment vessel and the reactor body at the manufacturing plant, there is an effect of reducing the amount of on-site work. Not demonstrated. Furthermore, the time to install the reactor containment vessel and the reactor body, which were integrated and manufactured together at the manufacturing plant, on-site is the early stage of the on-site construction process. There are issues such as the inability to expect a sufficient reduction in the total construction period from the start of production at the factory to the completion of installation of the entire plant equipment locally.

【0009】本発明は上記課題を解決するためになされ
たもので、原子炉格納容器および原子炉本体を製造工場
で統合一括製作する原子力プラントの建設方法におい
て、現地工期のみならず製造工場での製作着手から、現
地でのプラント設備全体の据付完了までの総工期の双方
を夫々短縮し、また現地での機器据付工事量および建築
工事量を大幅に削減することができる原子力プラントの
建設方法を提供することにある。
The present invention has been made to solve the above problems, and in a method of constructing a nuclear plant in which a reactor containment vessel and a reactor main body are integrally manufactured in a manufacturing plant, not only in the on-site construction period but also in the manufacturing plant. A nuclear plant construction method that can shorten both the total construction period from the start of production to the completion of installation of the entire plant equipment locally, and can significantly reduce the amount of equipment installation work and construction work locally To provide.

【0010】[0010]

【課題を解決するための手段】本発明は原子炉建屋ベー
スマット上で原子炉格納容器の外周領域を数区分に区分
する工程、前記数区分の各々に配置される機器・配管お
よび電気品を収納した区画モジュールを製造工場で製作
する工程、前記区画モジュールを順次前記原子炉建屋ベ
ースマット上に搬入し据付ける工程、前記原子炉格納容
器の上方をコンファイメントボックスで覆い、このコン
ファイメントボックスを前記区画モジュールに搭載し接
合する工程、前記区画モジュールを順次据付ける工程中
に原子炉モジュールを前記原子炉建屋ベースマット上に
据付ける工程、前記区画モジュール,コンファイメント
ボックスおよび原子炉モジュールを前記原子炉建屋ベー
スマット上に据付け接合する工程、前記モジュール間同
志の配管および電気配線工事を行う工程とからなること
を特徴とする。
According to the present invention, there is provided a process of dividing an outer peripheral region of a reactor containment vessel into several sections on a reactor building base mat, and equipment / pipes and electric parts arranged in each of the several sections. A step of manufacturing the stored compartment modules in a manufacturing plant, a step of sequentially loading and installing the compartment modules on the reactor building base mat, and covering the upper part of the reactor containment vessel with a confinement box, A step of mounting and joining a box on the compartment module, a step of installing the reactor module on the reactor building base mat during a step of sequentially installing the compartment module, the compartment module, the confinement box and the reactor module Installation and joining of the components on the base mat of the reactor building, piping and electrical connection between the modules. Characterized in that comprising the step of performing wiring work.

【0011】[0011]

【作用】本発明では分割輸送し、原子炉建屋ベースマッ
ト上に設置・固定される設備モジュールの骨組みおよび
ボックスを結合して原子炉モジュールを収納する原子炉
建屋とする。すなわち、原子炉モジュールの外周を取囲
んで設置される機器・配管・電気設備およびこれを収納
し、支持する部屋躯体の領域に関し、これを数区画に分
割する。その各区画を製造工場で一括製作する区画別設
備モジュールとし、原子炉の設置地点に輸送し、原子炉
建屋ベースマット上に搬入・固定する。そして、各区画
別設備モジュール同志を結合し、気密接合することによ
り原子炉モジュールを収納するコンファイメント領域を
形成する。これにより、原子炉建屋の機能を保持させる
と共に原子炉格納容器および原子炉本体を製造工場で統
合一括製作する場合のプラント全体の建設工期短縮、現
地機器据付工事量削減の効果を発揮させる。
According to the present invention, the framework of the equipment modules installed and fixed on the base mat of the reactor building and the boxes are combined to form the reactor building which houses the reactor modules. That is, the equipment, pipes, and electrical equipment installed around the outer periphery of the reactor module and the area of the room body that houses and supports the equipment are divided into several sections. Each of the sections will be a facility module for each section that will be manufactured in a batch at the manufacturing plant, transported to the installation site of the reactor, and carried in and fixed on the reactor building base mat. Then, the equipment modules for each section are joined together and airtightly joined to form a confinement region for accommodating the reactor module. As a result, the functions of the reactor building are retained, and the effects of reducing the construction period of the entire plant and reducing the amount of local equipment installation work when the reactor containment vessel and the reactor main body are integrated and manufactured at the manufacturing plant are integrated.

【0012】[0012]

【実施例】図1および図2を参照しながら本発明に係る
原子力プラントの建設方法の一実施例を説明する。な
お、図1は本発明方法によって建設される原子力プラン
トの概略的構成を示しており、図1(a)は平面図で、
(b)は(a)のA−A矢視断面を、(c)は(a)の
B−B断面を示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a nuclear power plant construction method according to the present invention will be described with reference to FIGS. 1 shows a schematic structure of a nuclear power plant constructed by the method of the present invention, and FIG. 1 (a) is a plan view.
(B) shows the AA arrow cross section of (a), (c) has shown the BB cross section of (a).

【0013】すなわち、鉄筋コンクリート製の原子力建
屋ベースマット11上に、製造工場で夫々、統合一括製作
された原子炉モジュール12、第1から第6の区画モジュ
ール1,2,3,4,5,6、および第1から第3のコ
ンファイメントモジュール7,8,9が据付けられてい
る。
That is, on a nuclear building base mat 11 made of reinforced concrete, a reactor module 12 and first to sixth partition modules 1, 2, 3, 4, 5, 6 which are integrally manufactured in a manufacturing plant, respectively, are manufactured. , And the first to third confinement modules 7, 8, 9 are installed.

【0014】原子炉モジュール12は原子炉格納容器と、
これが内包する原子炉本体および原子炉本体を支持する
鉄骨フレームとから構成され、製造工場で製作・組立さ
れ、一体で現地に輸送を可能とするものである。
The reactor module 12 includes a reactor containment vessel,
This is composed of the internal reactor body and the steel frame that supports the reactor body, and it is manufactured and assembled at the manufacturing plant and can be transported to the site together.

【0015】第1から第6の区画モジュール1,2,
3,4,5,6は原子炉モジュール12の外周に設置さ
れ、相互に系統機能を果たすべく結合されるもので、個
々の区画モジュール1〜6は鉄骨フレームのボックスと
これが内包する機器・配管および電気品とから構成され
製造工場で製作・組立され、一体で現地に輸送を可能と
するものである。
First to sixth partition modules 1, 2,
3, 4, 5 and 6 are installed on the outer periphery of the reactor module 12 and are connected to each other so as to perform a system function. Each of the compartment modules 1 to 6 is a steel frame box and the equipment and piping contained therein. It is made up of electrical components and electrical components, is manufactured and assembled at a manufacturing plant, and can be transported to the site as a unit.

【0016】第1から第3のコンファイメントモジュー
ル7,8,9は原子炉モジュール12の上方を覆い、第1
から第6の区画モジュール1,2,3,4,5,6の頂
部に結合されて原子炉建屋の中央部屋根囲いを構成する
もので、鉄骨フレームのボックスとして製造工場で一体
または数個の構造体として製作され、そのまま現地に輸
送を可能とするものである 製造工場で製作し、バージにて現地に海上輸送したモジ
ュールを次の順序で原子炉建屋ベースマット上に据付け
る。すなわち、第1から第5の区画モジュール1,2,
3,4,5を順番に大形トランスポータおよびころ引き
で原子炉建屋ベースマット11上にコの字形に設置・固定
する。次に第1から第3のコンファイメントモジュール
7,8,9をクレーン車で順次区画モジュール1〜5の
頂部に搭載固定する。大形トランスポータで原子炉建屋
ベースマット11の近傍まで搬入された原子炉モジュール
12を第4と第5の区画モジュール4と5の間から原子炉
建屋ベースマット11上の中央部にころ引きで引き込み固
定する。第4と第5の区画モジュール4と5の間に第6
の区画モジュール6をころ引きで引き込む。第1から第
6の区画モジュール1〜6および第1から第3のコンフ
ァイメントモジュール7,8,9相互間を結合し気密接
合を施す。最後にモジュール間同志の配管および電気配
線の結合工事を行う。このような工程を経て原子力プラ
ントの建設を行う。
The first to third confinement modules 7, 8 and 9 cover the upper part of the reactor module 12 and
To the top of the sixth partition module 1, 2, 3, 4, 5, 6 to form the central roof enclosure of the reactor building, which can be integrated into the manufacturing plant as a box of a steel frame or several The module, which is manufactured as a structure and can be transported to the site as it is, is manufactured at the manufacturing plant, and the modules transported to the site by barge are installed on the reactor building base mat in the following order. That is, the first to fifth partition modules 1, 2,
Install 3, 4, and 5 in a U-shape on the reactor building base mat 11 with a large transporter and rolling in order. Next, the first to third confinement modules 7, 8 and 9 are sequentially mounted and fixed on the tops of the partition modules 1 to 5 by a crane vehicle. Reactor module delivered to the vicinity of the reactor building base mat 11 using a large transporter
12 is rolled in between the 4th and 5th compartment modules 4 and 5 and fixed to the central portion on the reactor building base mat 11 by fixing. Sixth between the fourth and fifth compartment modules 4 and 5
Rolling in the compartment module 6 of. The first to sixth partition modules 1 to 6 and the first to third confinement modules 7, 8 and 9 are connected to each other and airtight bonding is performed. Finally, the connection work between the modules and the electrical wiring is performed. A nuclear power plant is constructed through these processes.

【0017】図2は本発明による原子力プラントの建設
工程図で、横軸は期間を月で、縦軸は工事項目を示して
いる。図2から明らかなように機器製作着手と岩盤検査
からプラント据付完了まで24ヶ月間(2年)であり、従
来例の3年に比較して3分の2の期間で完了している。
すなわち、原子炉建屋ベースマット打設工事および原子
炉モジュール工場製作工事と並行して区画モジュールの
工場製作が行われ、原子炉建屋ベースマット打設工事完
了後、第1から第5の区画モジュール1〜5の据付けが
行われる。次に原子炉モジュールは輸送され据付けら
れ、第6の区画モジュール6を据付ける。これまでの期
間は18ヶ月間である。最後にモジュール間結合および遮
蔽コンクリートが注入され、仕上げ工事を経て原子力プ
ラントの据付けは完了する。本実施例による全ての工事
期間は24ヶ月間である。
FIG. 2 is a construction process diagram of a nuclear power plant according to the present invention, in which the horizontal axis represents the period and the vertical axis represents the construction items. As is clear from FIG. 2, it takes 24 months (2 years) from the start of equipment production and rock inspection to the completion of plant installation, which is completed in two-thirds of the three years of the conventional example.
That is, the factory building of the partition module is performed in parallel with the reactor building base mat placing work and the reactor module factory manufacturing work, and after the completion of the reactor building base mat placing work, the first to fifth partition modules 1 ~ 5 installation is done. The reactor module is then transported and installed, installing the sixth compartment module 6. The period so far is 18 months. Finally, the inter-module connection and shielding concrete are injected, and after the finishing work, the installation of the nuclear power plant is completed. The entire construction period according to this embodiment is 24 months.

【0018】上記実施例によれば次に述べる効果があ
る。すなわち、製造工場で一括製作された各種モジュー
ルを原子炉ベースマット上に据付けることにより鉄筋コ
ンクリート製の壁・床が不要、かつ、機器・配管・ケー
ブル類の現地据付工事量が大幅削減され現地工期の短縮
が可能となる。原子炉モジュールの現地搬入時期を各種
モジュール搬入の終盤にすることにより、原子炉モジュ
ール製作の岩盤検査前リードタイムを短縮できるので、
製造工場での製作着手から現地プラント据付完了までの
総建設工期の短縮が可能となる。
According to the above embodiment, there are the following effects. In other words, by installing various modules that were manufactured in a batch at the manufacturing plant on the reactor base mat, there is no need for reinforced concrete walls and floors, and the amount of equipment, pipes, and cables to be installed on site has been significantly reduced, resulting in a Can be shortened. Since the on-site delivery time of the reactor module is set to the end of each module delivery, the lead time before bedrock inspection for reactor module production can be shortened.
It is possible to shorten the total construction period from the start of production at the manufacturing plant to the completion of local plant installation.

【0019】なお、本発明は上記実施例において原子炉
建屋ベースマット上での各モジュールの設置順序に関
し、原子炉モジュールの工場製作工期をプラント全体の
建設工期不変のまま長く確保するため、区画別設備モジ
ュールの設置を先行し、原子炉モジュールの設置時期を
遅らせる工程を設けることができる。
The present invention relates to the installation order of each module on the base mat of the reactor building in the above-mentioned embodiment, so as to secure the factory manufacturing period of the reactor module for a long period without changing the construction period of the whole plant, A step of setting the installation of the equipment module first and delaying the installation time of the reactor module can be provided.

【0020】また、区画別設備モジュール全数のうち、
1モジュールのみを除いて先行設置し、原子炉建屋ベー
スマット上の周囲領域に開口区画を形成せしめ、原子炉
モジュールを原子炉建屋ベースマット上にころ引き等に
よる引き込み搬入を可能とする工程を設けることができ
る。
In addition, of the total number of equipment modules for each section,
Preliminarily installed except for one module, forming an opening section in the surrounding area on the reactor building base mat, and providing a process that allows the reactor module to be pulled in and carried onto the reactor building base mat by rolling etc. be able to.

【0021】[0021]

【発明の効果】本発明の効果は次のとおりである。 (1) 製造工場での原子炉モジュール製作着手から現地で
のプラント据付完了までの総建設工期が従来例の約36ヶ
月が約24ヶ月となり、約12ヶ月の工期短縮が可能とな
る。 (2) 岩盤検査から原子力プラント据付完了までの現地工
期が従来例の約30ヶ月が約24ヶ月となり、約6ヶ月の工
期短縮が可能となる。 (3) 現地の機器据付工数が大幅に削減され、製造工場で
の製作部分が格段にふえ、品質の確保が有利となる。
The effects of the present invention are as follows. (1) The total construction period from the start of reactor module production at the manufacturing plant to the completion of plant installation on site will be about 24 months instead of about 36 months of the conventional example, and the construction period can be shortened by about 12 months. (2) The period from the rock mass inspection to the completion of nuclear plant installation will be about 24 months instead of about 30 months of the conventional example, and the construction period can be shortened by about 6 months. (3) Local equipment installation man-hours will be significantly reduced, and the production part at the manufacturing plant will be significantly expanded, which will be advantageous in ensuring quality.

【図面の簡単な説明】[Brief description of drawings]

【図1】(a)は本発明に係る原子力プラントの建設方
法の一実施例を概略的に示す平面図、(b)は(a)に
おけるA−A矢視方向を示す縦断面図、(c)は(a)
におけるB−B矢視方向を示す縦断面図。
1A is a plan view schematically showing an embodiment of a method for constructing a nuclear power plant according to the present invention, FIG. 1B is a vertical cross-sectional view showing the direction of arrow AA in FIG. c) is (a)
FIG. 6 is a vertical cross-sectional view showing the direction of arrow BB in FIG.

【図2】図1における原子力プラントの建設工程を示す
工程図。
FIG. 2 is a process diagram showing a construction process of the nuclear power plant in FIG.

【図3】(a)は従来の原子力プラントの建設方法を概
略的に示す平面図、(b)は(a)におけるA−A矢視
方向を示す縦断面図、(c)は(a)におけるB−B矢
視方向を示す縦断面図。
FIG. 3A is a plan view schematically showing a conventional nuclear power plant construction method, FIG. 3B is a vertical cross-sectional view taken along the line AA in FIG. 3A, and FIG. FIG. 6 is a vertical cross-sectional view showing the direction of arrow BB in FIG.

【図4】図3における原子力プラントの建設工程を示す
工程図。
FIG. 4 is a process diagram showing a construction process of the nuclear power plant in FIG.

【符号の説明】[Explanation of symbols]

1,2,3,4,5,6…第1から第6の区画モジュー
ル、7,8,9…第1から第3のコンファイメントモジ
ュール、11…原子炉建屋ベースマット、12…原子炉モジ
ュール、13…機器室、14…コンファイメント構造物。
1, 2, 3, 4, 5, 6 ... First to sixth compartment modules, 7, 8, 9 ... First to third confinement modules, 11 ... Reactor building base mat, 12 ... Reactor Module, 13 ... Equipment room, 14 ... Confinement structure.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 原子炉建屋ベースマット上で原子炉格納
容器の外周領域を数区分に区分する工程、前記数区分の
各々に配置される機器・配管および電気品を収納した区
画モジュールを製造工場で製作する工程、前記区画モジ
ュールを順次前記原子炉建屋ベースマット上に搬入し据
付ける工程、前記原子炉格納容器の上方をコンファイメ
ントボックスで覆い、このコンファイメントボックスを
前記区画モジュールに搭載し接合する工程、前記区画モ
ジュールを順次据付ける工程中に原子炉モジュールを前
記原子炉建屋ベースマット上に据付ける工程、前記区画
モジュール,コンファイメントボックスおよび原子炉モ
ジュールを前記原子炉建屋ベースマット上に据付け接合
する工程、前記モジュール間同志の配管および電気配線
工事を行う工程とからなることを特徴とする原子力プラ
ントの建設方法。
1. A manufacturing plant of a step of dividing an outer peripheral region of a reactor containment vessel into several sections on a base mat of a reactor building, and a section module accommodating equipment / pipes and electrical parts arranged in each of the number sections. The process of manufacturing the compartment module, the step of sequentially loading and installing the compartment module on the reactor building base mat, the upper part of the reactor containment vessel is covered with a confinement box, and the confinement box is mounted on the compartment module. And joining, the step of installing the reactor module on the reactor building base mat during the step of sequentially installing the partition module, the step of installing the partition module, the confinement box and the reactor module into the reactor building base mat The process of installing and joining on top, the process of piping and electrical wiring between the modules A method for constructing a nuclear power plant, which comprises:
JP3270660A 1991-10-18 1991-10-18 Method for constructing nuclear power plant reactor Pending JPH05107381A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3270660A JPH05107381A (en) 1991-10-18 1991-10-18 Method for constructing nuclear power plant reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3270660A JPH05107381A (en) 1991-10-18 1991-10-18 Method for constructing nuclear power plant reactor

Publications (1)

Publication Number Publication Date
JPH05107381A true JPH05107381A (en) 1993-04-27

Family

ID=17489184

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3270660A Pending JPH05107381A (en) 1991-10-18 1991-10-18 Method for constructing nuclear power plant reactor

Country Status (1)

Country Link
JP (1) JPH05107381A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998048428A1 (en) * 1997-04-21 1998-10-29 Abb Atom Ab A nuclear reactor device and a method to construct a nuclear reactor device
CN101864842A (en) * 2010-06-28 2010-10-20 中广核工程有限公司 Construction method of nuclear power plant project
US8091311B2 (en) 2006-07-27 2012-01-10 Hitachi, Ltd. Composite integrated module and method for constructing a building
CN103015737A (en) * 2012-12-28 2013-04-03 中国核工业第五建设有限公司 Method for mounting steel containment cofferdam of nuclear power plant
CN103485554A (en) * 2012-06-13 2014-01-01 中国核动力研究设计院 Semi-buried type double-reactor nuclear island plant layout
CN105672663A (en) * 2014-11-21 2016-06-15 中国核工业第五建设有限公司 Integral installation technology of large module in auxiliary workshop area for reactor-type nuclear power station
CN106437172A (en) * 2016-07-27 2017-02-22 中国能源建设集团安徽电力建设第工程有限公司 Putting-up method of scaffold for building of booster station of wind power plant

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998048428A1 (en) * 1997-04-21 1998-10-29 Abb Atom Ab A nuclear reactor device and a method to construct a nuclear reactor device
US8091311B2 (en) 2006-07-27 2012-01-10 Hitachi, Ltd. Composite integrated module and method for constructing a building
CN101864842A (en) * 2010-06-28 2010-10-20 中广核工程有限公司 Construction method of nuclear power plant project
CN103485554A (en) * 2012-06-13 2014-01-01 中国核动力研究设计院 Semi-buried type double-reactor nuclear island plant layout
CN103015737A (en) * 2012-12-28 2013-04-03 中国核工业第五建设有限公司 Method for mounting steel containment cofferdam of nuclear power plant
CN105672663A (en) * 2014-11-21 2016-06-15 中国核工业第五建设有限公司 Integral installation technology of large module in auxiliary workshop area for reactor-type nuclear power station
CN106437172A (en) * 2016-07-27 2017-02-22 中国能源建设集团安徽电力建设第工程有限公司 Putting-up method of scaffold for building of booster station of wind power plant

Similar Documents

Publication Publication Date Title
JPH05107381A (en) Method for constructing nuclear power plant reactor
US5119598A (en) Method of construction of top slab for a nuclear containment building
US4627213A (en) Method of constructing a nuclear power station
JP3946352B2 (en) Construction method of reactor containment vessel
JP4352071B2 (en) Construction method of reactor containment vessel
JPH0363716B2 (en)
JPS63274897A (en) Cask cleaning pit in common use as depot for head of nuclear reactor pressure vessel
JP2873139B2 (en) Condenser construction method for nuclear power plant turbine building.
JPH05196777A (en) Power plant and constructing method for power plant
JP3110059B2 (en) Containment vessel construction method for nuclear power plants
JP2945707B2 (en) Installation method of pedestal supporting reactor pressure vessel
JP2003041661A (en) Building construction method and building
Ijichi et al. Development of advanced concept for shortening construction period of ABWR plant
JPH01248096A (en) Installation of structure inside nuclear reactor
JPS61106869A (en) Building of nuclear reactor building
JP2522494B2 (en) Nuclear power plant construction method
JPS6388495A (en) Method of constructing housing for nuclear power plant
JPS62218894A (en) Nuclear reactor container and method of constructing organism shielding wall
JPS5967495A (en) Method of constructing atomic power facility
JPS59116092A (en) Earthquake-proof support structure for reactor container
JPS60144694A (en) Method of construction of containing vessel for nuclear reactor
JPS58129291A (en) Reactor shielding wall structure
JPS61102592A (en) Package control chamber and method of installing said control chamber
JPH09113665A (en) Reactor containment inner structure and method for constructing inside of the containment
JPS62121237A (en) Constructing method for apparatus foundation