JPH0513225B2 - - Google Patents
Info
- Publication number
- JPH0513225B2 JPH0513225B2 JP59226811A JP22681184A JPH0513225B2 JP H0513225 B2 JPH0513225 B2 JP H0513225B2 JP 59226811 A JP59226811 A JP 59226811A JP 22681184 A JP22681184 A JP 22681184A JP H0513225 B2 JPH0513225 B2 JP H0513225B2
- Authority
- JP
- Japan
- Prior art keywords
- reactor
- top floor
- reactor building
- building
- construction
- 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.)
- Expired - Lifetime
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E30/00—Energy generation of nuclear origin
- Y02E30/30—Nuclear fission reactors
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
Description
【発明の詳細な説明】
〔発明の技術分野〕
この発明は原子力発電所の原子炉の建設工法に
係り、特に原子炉建屋と揚重設備の改良に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a construction method for a nuclear reactor in a nuclear power plant, and particularly to improvements in a reactor building and lifting equipment.
従来原子力発電所において原子炉を収容する原
子炉建屋では原子炉格納容器や圧力容器など極め
て大型の構造物は原子炉建屋の建設と共に大型の
塔型クレーン等により搬入据付を行なう。原子炉
建屋が完成してからでは搬入することができない
炉内構造物等の大型機材は、原子炉建屋の天井の
組立前に建設用に用意された塔型クレーン等によ
り屋外から直接最上階床上に搬入仮置し、原子炉
の燃料交換停止時の原子炉圧力容器蓋の開閉など
原子炉建屋最上階での運転操作の為の揚重設備と
して用意される天井クレーンが組立てられ、走行
できる様になつてからその天井クレーンにより移
動、据付けを行つていた。このため天井クレーン
が稼働してからでないと大型の炉内構造物の据付
け作業ができず従つて原子炉建屋最上階床より上
部の建屋工事、天井クレーンの据付け及び天井ク
レーンによる炉内構造物の据付工事は、原子力発
電所全体の建設工程のクリテイカル・パスの一つ
を形成していた。
Conventionally, in a reactor building that houses a nuclear reactor in a nuclear power plant, extremely large structures such as a reactor containment vessel and a pressure vessel are transported and installed using a large tower crane or the like at the same time as the reactor building is constructed. Large equipment such as reactor internal structures that cannot be brought in after the reactor building is completed are transported directly from outside to the top floor using tower cranes prepared for construction before the ceiling of the reactor building is assembled. An overhead crane, which will be used as lifting equipment for operations on the top floor of the reactor building such as opening and closing the reactor pressure vessel lid during a reactor refueling shutdown, was assembled and made operational. Since then, it has been moved and installed using the overhead crane. For this reason, it is not possible to install large reactor internal structures until after the overhead crane is in operation, and therefore building work above the top floor of the reactor building, installation of the overhead crane, and installation of the reactor internal structure using the overhead crane are required. The installation work formed one of the critical paths of the entire nuclear power plant construction process.
第3図は従来の沸騰水型原子力発電所の原子炉
建屋の断面図で、原子炉の燃料交換停止時の原子
炉開放のために、しやへい用コンクリートプラグ
1、原子炉格納容器蓋2および圧力容器蓋3など
を吊り上げ原子炉建屋の最上階床(運転操作床)
4に仮置きするための揚重機として天井クレーン
5が設備されている。天井クレーン5は揚重装置
を主要部分とするクラブ6とランナウエイ7上を
走行するけた8とからなり、ランウエイ7はクレ
ーン柱9上に架設されている。 Figure 3 is a cross-sectional view of the reactor building of a conventional boiling water nuclear power plant, in which a concrete plug for shielding 1 and a reactor containment vessel lid 2 are used to open the reactor when the reactor is stopped for refueling. and the top floor of the reactor building (operation floor) for lifting the pressure vessel lid 3, etc.
An overhead crane 5 is installed as a lifting machine for temporarily placing the container on the roof 4. The overhead crane 5 consists of a club 6 whose main part is a lifting device and a girder 8 that runs on a runway 7, and the runway 7 is constructed on a crane column 9.
しかし原子炉建屋の建設時には、天井クレーン
5は原子炉建屋の建設手順及び工程上天井10で
ある屋根鉄骨11および屋根12の建設前に搬入
し、組立てるが、天井クレーン5の組立てが完成
しても屋根鉄骨11建設後に天井クレーン5の組
立てと並行して施工される最上階の壁13のコン
クリート工事用に架設されている作業用足場14
のため天井クレーン5のけた8は走行できず、ま
た壁13の仕上げ工事が完了しても作業用足場1
4を解体した後で天井クレーン5の走行試験、完
成検査に合格してからでないと運転できず、従つ
て屋根鉄骨11が完成しても、天井クレーンが稼
働するまでの長い期間(3〜4ケ月)原子炉建屋
最上階に揚重設備がなといという状態となり、上
部格子板等大型の炉内構造物17の据付け工事が
実施できず原子力発電所全体の建設工期が長くな
る原因の一つとなつていた。 However, during the construction of the reactor building, the overhead crane 5 is brought in and assembled before the construction of the roof steel frame 11 and the roof 12, which are the ceiling 10, due to the construction procedure and process of the reactor building. Work scaffolding 14 is being erected for the concrete work of the top floor wall 13, which will be constructed in parallel with the assembly of the overhead crane 5 after the construction of the roof steel frame 11.
Therefore, the girder 8 of the overhead crane 5 cannot run, and even if the finishing work on the wall 13 is completed, the work scaffold 1
After roof crane 4 is dismantled, the overhead crane 5 must pass a running test and completion inspection before it can be operated. Therefore, even if the roof steel frame 11 is completed, it will take a long time (3 to 4 (Kezuki) Lifting equipment was not available on the top floor of the reactor building, making it impossible to install large reactor internal structures 17 such as the upper lattice plate, which is one of the reasons for the lengthening of the construction period for the entire nuclear power plant. I was getting used to it.
本発明は上記した点を解決するためになされた
もので、原子炉建屋の天井の屋根鉄骨などを建設
した後下部にモノレールとホイストなどを取付け
て、建屋の壁などの工程と関係なく炉内構造物な
どの据付け工事が行なえ、原子力発電所の建設期
間も短縮することができる原子炉建屋の建設工法
を提供することを目的とする。
The present invention has been made to solve the above-mentioned problems. After constructing the roof steel frame of the ceiling of the reactor building, monorails and hoists are attached to the lower part of the reactor building, so that the inside of the reactor is not affected by the walls of the reactor building or other processes. The purpose of the present invention is to provide a construction method for a nuclear reactor building that allows installation work of structures and the like and shortens the construction period of a nuclear power plant.
本発明は原子炉建屋の最上階床まで建設する工
程と、この原子炉建屋内に原子炉建屋外に設置し
た塔型クレーンにより天井クレーン及び炉内構造
物を搬入した後に屋根鉄骨を搬入設置する工程
と、この屋根鉄骨にモノレールを敷設しこのモノ
レールに揚重機を懸架する工程と、この揚重機で
機材を運搬据付け及び前記最上階床に作業用足場
を組み最上階壁を並行して建設する工程と、その
後前記天井クレーンの走行試験及び完成検査を行
う工程とからなる原子炉建屋の建設工法。
The present invention involves the process of constructing a reactor building up to the top floor, and carrying in an overhead crane and internal reactor structures into the reactor building using a tower crane installed outside the reactor building, and then carrying and installing a roof steel frame. The process includes laying a monorail on this roof steel frame and suspending a lifting machine on this monorail, transporting and installing equipment using this lifting machine, and constructing a work scaffold on the top floor in parallel with the construction of the top floor wall. A method of constructing a nuclear reactor building, which comprises a step of carrying out a traveling test of the overhead crane and a completion inspection.
本発明の一実施例について図面を参照して説明
する。
An embodiment of the present invention will be described with reference to the drawings.
第1図は原子炉建屋の要部断面図で、原子炉の
圧力容器15は原子炉格納容器16に格納されて
いるが、建設工事中は上部格子板など炉内構造物
17据付けのために圧力容器15および原子炉格
納容器16はともに原子炉格納容器蓋2および圧
力容器蓋3が取外されており、原子炉建屋最上階
に開放された状態となる。原子炉建屋最上階の天
井10は鉄骨トラス構造であり最上階の柱間に屋
根鉄骨11が架設され、この上部に屋根12が設
けられている。この屋根鉄骨11の下端に圧力容
器15の炉芯直上部を通るようにモノレール18
を敷設し、これにホイストあるいはチエンブロツ
ク等走行式の揚重機19を取付ける。 Figure 1 is a sectional view of the main parts of the reactor building. The reactor pressure vessel 15 is housed in the reactor containment vessel 16, but during construction work, the reactor internals 17 such as the upper lattice plate were installed. Both the pressure vessel 15 and the reactor containment vessel 16 have their reactor containment vessel lid 2 and pressure vessel lid 3 removed, and are in a state where they are open to the top floor of the reactor building. The ceiling 10 on the top floor of the reactor building has a steel truss structure, and a roof steel frame 11 is constructed between the pillars on the top floor, and a roof 12 is provided above this. A monorail 18 is installed at the lower end of this roof steel frame 11 so as to pass directly above the core of the pressure vessel 15.
A traveling lifting device 19 such as a hoist or chain block is attached to this.
第2図は原子炉建屋最上階の平面図で、圧力容
器15および原子炉格納容器16を始め使用済燃
料貯蔵プール20、機器仮置プール21、機材搬
出入用ハツチ22などが配置されている。 Figure 2 is a plan view of the top floor of the reactor building, where the pressure vessel 15, reactor containment vessel 16, spent fuel storage pool 20, equipment temporary storage pool 21, hatch 22 for loading and unloading equipment, etc. are arranged. .
次に本発明の建設作業について説明する。原子
炉建屋は最上階床4までできあがると屋根鉄骨1
1、壁13の建設前に天井クレーン5、しやへい
用コンクリートプラグ1や組立済の気水分離器、
蒸気乾燥器など炉内構造物で最上階建屋が完成し
てからでは搬入できない大型、重量物を図示しな
い屋外に設置した塔型クレーンにより搬入する。
この後壁13と屋根12など最上階建屋の建設を
行なうが屋根鉄骨11は屋外の塔型クレーンで、
壁13については作業用足場14を架設して行な
う。天井10については屋根鉄骨11組立て後に
下端にモノレール18を敷設し、さらにこのモノ
レール18に揚重機19を懸架して、この揚重機
19により最上階床4あるいは機器仮置きプール
21内に搬入しておいた炉内構造物17等を吊上
げて圧力容器15内に据付けたり、機材搬出入用
ハツチ22より機材を搬出入する。この間に最上
階建屋において作業用足場14を組み壁13や屋
根12の建設工事を並行して実施する。 Next, construction work according to the present invention will be explained. When the reactor building is completed up to the top floor 4, the roof steel frame 1
1. Before constructing the wall 13, install the overhead crane 5, concrete plug 1 for damping, and assembled steam/water separator,
Large and heavy items such as steam dryers and other furnace structures that cannot be brought in until the top floor building is completed will be brought in using a tower crane installed outside (not shown).
The top floor building including the rear wall 13 and roof 12 will be constructed, but the roof steel frame 11 will be constructed using an outdoor tower crane.
The wall 13 is constructed by constructing a work scaffold 14. Regarding the ceiling 10, after assembling the roof steel frame 11, a monorail 18 is laid at the lower end, and a lifting machine 19 is suspended on this monorail 18, and the lifting machine 19 is used to transport the equipment to the top floor 4 or into the temporary equipment storage pool 21. The placed reactor internals 17 and the like are lifted up and installed in the pressure vessel 15, and equipment is carried in and out through the equipment carry-in/out hatch 22. During this time, work scaffolding 14 is erected in the top floor building and construction work on walls 13 and roof 12 is carried out in parallel.
本発明によれば原子炉建屋の屋根鉄骨11が建
設されれば、天井クレーン5の組立中あるいは最
上階の壁13の工事中で天井クレーン5が使用で
きない期間でも、これらの完成を待たずに炉内構
造物17等の吊り込み、据付け作業が可能となる
ので原子力発電所全体の建設工程を短縮すること
ができる。 According to the present invention, once the roof steel frame 11 of the reactor building is constructed, even during periods when the overhead crane 5 is not available due to assembly of the overhead crane 5 or construction of the walls 13 on the top floor, the roof steel frame 11 of the reactor building can be constructed without waiting for their completion. Since the lifting and installation work of the reactor internals 17 and the like becomes possible, the construction process for the entire nuclear power plant can be shortened.
なお、モノレール18は天井クレーン5の完成
後も設置したままとし、揚重機18を天井クレー
ン5の運転に支障のない建屋の隅に寄せておけば
よく、天井クレーン5が休止する定期点検時や、
原子炉格納容器蓋2や機材搬出入用ハツチ22を
使用する作業の際には中心位置決定が容易なので
これらの用途に対し極めて簡便に使用できる。 The monorail 18 can be left in place even after the overhead crane 5 is completed, and the lifting equipment 18 can be moved to a corner of the building where it does not interfere with the operation of the overhead crane 5. ,
When working with the reactor containment vessel cover 2 or hatch 22 for carrying in and out of equipment, the center position can be determined easily, so it can be used extremely easily for these purposes.
以上本発明によれば原子力発電所建屋の最上階
の建設中、運転することができない天井クレーン
に代りモノレール式揚重機により建屋の建設と炉
内構造物など重量物の運搬、据付が並行して行な
えるので、原子力発電所建屋の建設工事を能率よ
く行なえ工期の短縮と経済性を向上する効果があ
る。
As described above, according to the present invention, during the construction of the top floor of a nuclear power plant building, the construction of the building and the transportation and installation of heavy objects such as reactor internal structures are carried out in parallel using a monorail lifting machine instead of an overhead crane that cannot be operated. This has the effect of efficiently carrying out the construction work of the nuclear power plant building, shortening the construction period and improving economic efficiency.
第1図は本発明の原子炉建屋の要部断面図、第
2図は本発明の原子炉建屋最上階の平面図、第3
図は従来の原子炉建屋の断面図である。
5……天井クレーン、10……天井、11……
屋根鉄骨、13……壁、14……作業用足場、1
5……圧力容器、16……原子炉格納容器、17
……炉内構造物、18……モノレール、19……
揚重機、22……機材搬出入用ハツチ。
FIG. 1 is a sectional view of the main parts of the reactor building of the present invention, FIG. 2 is a plan view of the top floor of the reactor building of the present invention, and FIG.
The figure is a cross-sectional view of a conventional reactor building. 5...Ceiling crane, 10...Ceiling, 11...
Roof steel frame, 13...Wall, 14...Work scaffolding, 1
5...Pressure vessel, 16...Reactor containment vessel, 17
...Reactor internal structure, 18...Monorail, 19...
Lifting machine, 22... Hatch for loading and unloading equipment.
Claims (1)
この原子炉建屋内に原子炉建屋外に設置した塔型
クレーンにより天井クレーン及び炉内構造物を搬
入した後に屋根鉄骨を搬入設置する工程と、この
屋根鉄骨にモノレールを敷設しこのモノレールに
揚重機を懸架する工程と、この揚重機で機材を運
搬据付け及び前記最上階床に作業用足場を組み最
上階壁を並行して建設する工程と、その後前記天
井クレーンの走行試験及び完成検査を行う工程と
からなることを特徴とする原子炉建屋の建設工
法。1. The construction process up to the top floor of the reactor building,
A process of transporting an overhead crane and reactor internal structures into the reactor building using a tower crane installed outside the reactor building, then transporting and installing a roof steel frame, and a process of laying a monorail on this roof steel frame and installing a lifting machine on this monorail. a process of suspending the equipment, a process of transporting and installing the equipment using this lifting machine, a process of constructing a working scaffold on the top floor and constructing the top floor wall in parallel, and a process of carrying out a running test of the above-mentioned overhead crane and a completion inspection. A construction method for a nuclear reactor building characterized by comprising the following steps.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59226811A JPS61106869A (en) | 1984-10-30 | 1984-10-30 | Building of nuclear reactor building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59226811A JPS61106869A (en) | 1984-10-30 | 1984-10-30 | Building of nuclear reactor building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61106869A JPS61106869A (en) | 1986-05-24 |
JPH0513225B2 true JPH0513225B2 (en) | 1993-02-22 |
Family
ID=16850972
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59226811A Granted JPS61106869A (en) | 1984-10-30 | 1984-10-30 | Building of nuclear reactor building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61106869A (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0647881B2 (en) * | 1986-05-16 | 1994-06-22 | 鹿島建設株式会社 | Construction method |
JPH0827385B2 (en) * | 1987-11-30 | 1996-03-21 | 株式会社東芝 | Traveling valve loading / unloading device |
JPH06156971A (en) * | 1992-11-16 | 1994-06-03 | Kubota Corp | Barrier-free structure for refuse incinerating facility |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5625310A (en) * | 1979-08-02 | 1981-03-11 | Tokyo Shibaura Electric Co | Package type generator facility |
JPS5786785A (en) * | 1980-11-20 | 1982-05-29 | Hitachi Ltd | Method of constructing atomic power plant building |
-
1984
- 1984-10-30 JP JP59226811A patent/JPS61106869A/en active Granted
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5625310A (en) * | 1979-08-02 | 1981-03-11 | Tokyo Shibaura Electric Co | Package type generator facility |
JPS5786785A (en) * | 1980-11-20 | 1982-05-29 | Hitachi Ltd | Method of constructing atomic power plant building |
Also Published As
Publication number | Publication date |
---|---|
JPS61106869A (en) | 1986-05-24 |
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