JPH03133896A - Installing method for atomic reactor building ceiling crane - Google Patents

Installing method for atomic reactor building ceiling crane

Info

Publication number
JPH03133896A
JPH03133896A JP1271715A JP27171589A JPH03133896A JP H03133896 A JPH03133896 A JP H03133896A JP 1271715 A JP1271715 A JP 1271715A JP 27171589 A JP27171589 A JP 27171589A JP H03133896 A JPH03133896 A JP H03133896A
Authority
JP
Japan
Prior art keywords
crane
tray
construction
floor
installation
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
JP1271715A
Other languages
Japanese (ja)
Inventor
Kozo Yamanoi
山ノ井 幸三
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.)
Toshiba Corp
Original Assignee
Toshiba Corp
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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP1271715A priority Critical patent/JPH03133896A/en
Publication of JPH03133896A publication Critical patent/JPH03133896A/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

Abstract

PURPOSE:To shorten the construction period of the whole atomic power plant by carrying in and temporarily installing a crane girder fitted with a power feed cable tray in advance after concrete is placed on a crane floor beam. CONSTITUTION:A power feed cable tray 11 is fitted to a crane girder 4 in advance on the ground to form a crane girder with tray 13, then it is carried in and temporarily installed. The crane girder with tray 13 is installed in parallel with the construction of roof steel skeletons 8. Cables 12 are installed in parallel with the assembly of an R/B (atomic reactor building) ceiling crane 7, and running, adjustment and test are started after the installation of cables 12 is completed. The construction of a crane floor beam 3 and fourth floor walls 5 and 6 are performed in parallel with the running, adjustment and test in the construction side. The installation of cables 12 can be started when the installation of the crane girder with tray 13 is completed without waiting the disassembling and removal of scaffolds 10 at the construction side.

Description

【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明は原子力発電所の建設に際して、原子炉建屋(以
下R/Bと呼ぶ)の建設期間を短縮することができる天
井クレーンの据付法に係る。
[Detailed Description of the Invention] [Object of the Invention] (Industrial Application Field) The present invention provides a ceiling that can shorten the construction period of a nuclear reactor building (hereinafter referred to as R/B) when constructing a nuclear power plant. Concerning crane installation method.

(従来の技術) 第3図はR/Bの一般的な構成を示す断面図、第4図は
前記R/BとR/B天井クレーンとの位置関係を示す断
面図である。第3図において、R/Blは4階建てであ
り、その1階すなわちべ一スメントから4階フロア2ま
でには原子炉格納容器15が構成されており、4階フロ
ア2上方の4階壁面にはクレーン階ビーム3が設置され
ている。
(Prior Art) FIG. 3 is a sectional view showing the general configuration of an R/B, and FIG. 4 is a sectional view showing the positional relationship between the R/B and an R/B overhead crane. In Fig. 3, R/Bl is a four-story building, and the reactor containment vessel 15 is constructed from the first floor, that is, the basement, to the fourth floor floor 2, and the fourth floor wall above the fourth floor floor 2 is constructed. A crane floor beam 3 is installed on the floor.

このクレーン階ビームにはクレーンガーダ4が布設され
ている。なお、図中5は4階壁■、6は4階壁■、7は
前記クレーンガーダ4に沿って走行するR/B天井クレ
ーン、8は屋根鉄骨を示している。
A crane girder 4 is installed on this crane floor beam. In the figure, 5 indicates the fourth floor wall (2), 6 indicates the fourth floor wall (2), 7 indicates the R/B overhead crane that runs along the crane girder 4, and 8 indicates the roof steel frame.

上記のR/Blを建設するに際しては、先ずR/Blの
1階から4階フロア2までのコンクリート打設を行い1
次いでクレーン階ビーム3までのコンクリート打設を行
い、次いで前記クレーン階ビーム3から上の4階壁■5
、同■6のコンクリート打設と並行してR/B天井クレ
りン7の据付を行う。また、クレーン階ビーム3の打設
と並行して屋根鉄骨8の建方がなされるが、これに先立
ちクレーンガーダ4の搬入、仮置を済ましておき。
When constructing the above R/Bl, first concrete is poured from the 1st floor to the 4th floor 2 of the R/Bl.
Next, concrete is poured up to the crane floor beam 3, and then the 4th floor wall above the crane floor beam 3 ■5
, In parallel with the concrete pouring in Part 6, the R/B ceiling crane 7 will be installed. In addition, the roof steel frame 8 will be erected in parallel with the erection of the crane floor beam 3, but prior to this, the crane girder 4 has been brought in and temporarily placed.

その据付は前記屋根鉄骨8の建方と並行して行い、それ
等の作業がほぼ同時に完了するようにする。
Its installation is carried out in parallel with the erection of the roof steel frame 8, so that these works are completed almost at the same time.

次に、機械側としては第4図に示すようにクレーンガー
ダ4にクレーンレール9の据付を行い、さらにR/B天
井クレりン7の組立作業を行う。
Next, on the machine side, as shown in FIG. 4, the crane rail 9 is installed on the crane girder 4, and the R/B ceiling crane 7 is assembled.

また、建築側では前記R/B天井クレーン7の組立と並
行して4階壁■5の施工がなされるが、この施工は次の
通り実施される。すなわち、クレーン階ビーム3上面か
ら4階壁■5上端に設けられるビーム5A下面までとの
間に足場10を組み、前記4階壁■5、ビーム5Aのコ
ンクリート打設を行い、その養生期間の経過後において
足場10を解体、除去する。
Furthermore, on the construction side, the construction of the fourth floor wall 5 is carried out in parallel with the assembly of the R/B overhead crane 7, and this construction is carried out as follows. That is, a scaffold 10 is erected between the upper surface of the crane floor beam 3 and the lower surface of the beam 5A provided at the upper end of the 4th floor wall 5, concrete is poured for the 4th floor wall 5 and the beam 5A, and the curing period is After the lapse of time, the scaffold 10 is dismantled and removed.

さらに、機械側においてはこれに続いて前記クレーンガ
ーダ4内に給電用ケーブルトレイ11の施工を行い、そ
の内部にケーブル12を布設した後、R/B天井クレり
ン7の走行、調整試験を行い労働基準関係の監督官庁の
立会検査を受ける。
Furthermore, on the machine side, following this, a power supply cable tray 11 is constructed inside the crane girder 4, and after laying the cable 12 therein, running and adjustment tests of the R/B ceiling crane 7 are carried out. and undergo a witness inspection by a labor standards-related regulatory agency.

上記の工程は第2図Bに示されている。The above process is illustrated in FIG. 2B.

(発明が解決しようとする課題) ところが、上記のようなR/B天井クレーンの設置法に
は次のような問題点がある。すなわち。
(Problems to be Solved by the Invention) However, the above-mentioned method of installing an R/B overhead crane has the following problems. Namely.

給電用ケーブルトレイ11の設置は、ビーム4Aの養生
期間が経過して足場10を撤去した後でなければ不可能
であり、R/B天井クレりン7の試験開始の時期が遅れ
、R/B天井クレーンの供用開始が遅くなる欠点があっ
た。また、前記の給電用ケーブルトレイ11の設置、ケ
ーブル12の布設は狭い場所での作業となり、作業手順
が著しく複雑且つ煩雑であるため、この点からもR/B
天井クレーン関係の工事が長期化する欠点があった。
Installation of the power supply cable tray 11 is only possible after the curing period of the beam 4A has elapsed and the scaffolding 10 has been removed, which delays the start of testing of the R/B ceiling crane 7 and prevents the R/B ceiling crane 7 from being tested. There was a drawback that the start of service for the B overhead crane was delayed. In addition, the installation of the power supply cable tray 11 and the laying of the cables 12 must be performed in a narrow space, and the work procedure is extremely complicated and complicated.
The drawback was that the work related to the overhead crane would take a long time.

上記のように、R/B天井クレーン関係の工期は原子力
発電所の全体建設期間に対し大きな影響をおよぼすもの
であり、原子力発電所建設期間の長期化の一大原因とな
っている。
As mentioned above, the construction period related to the R/B overhead crane has a great influence on the overall construction period of a nuclear power plant, and is a major cause of the prolongation of the construction period of a nuclear power plant.

本発明は上記の事情に基づきなされたもので、R/B天
井クレーン関係の建設工数の低減および工期の短縮化に
より、原子力発電所全体の建設工期を短縮することがで
きる原子炉建屋天井クレーンの据付法を提供することを
目的としている。
The present invention has been made based on the above-mentioned circumstances, and is a reactor building overhead crane that can shorten the construction period of the entire nuclear power plant by reducing the construction man-hours and construction period related to the R/B overhead crane. The purpose is to provide installation methods.

[発明の構成] (課題を解決するための手段) 本発明の原子炉建屋天井クレーンの据付法は、原子力発
電所建屋のクレーン階ビームのコンクリート打設を終っ
た時点で、給電用ケーブルトレイを予め取り付けたトレ
イ付クレーンガーダを搬入仮置きし、建築作業の進行と
は無関係に前記給電用ケーブルトレイ内へのケーブル布
設を行うことを特徴とする。
[Structure of the Invention] (Means for Solving the Problems) The installation method of the nuclear reactor building overhead crane of the present invention is such that the power supply cable tray is installed at the time when the concrete placement of the crane floor beam of the nuclear power plant building is completed. The present invention is characterized in that a crane girder with a tray attached in advance is carried in and temporarily placed, and cables are laid into the power supply cable tray regardless of the progress of construction work.

(作用) 上記構成の本発明の原子炉建屋天井クレーンの据付法に
おいては、原子炉建屋の最上階のコンクリートの養生1
足場の解体、撤去を待つことなく。
(Function) In the installation method of the reactor building ceiling crane of the present invention having the above configuration, curing of concrete on the top floor of the reactor building 1 is carried out.
No need to wait for scaffolding to be dismantled or removed.

トレイ付クレーンガーダの据付、ケーブルの布設を行う
ことができ、R/Bクレーン関係の工期の短縮が可能で
ある。
It is possible to install a crane girder with a tray and lay cables, and it is possible to shorten the construction period related to R/B cranes.

(実施例) 第3図、第4図と同一部分には同一符号を付した第1図
は本発明一実施例の断面図、第2図A、Bは本発明の据
付法の工期と従来の据付法のそれとを比較して示す工程
図である。第1図において、本発明の据付法ではクレー
ンガーダは、給電用ケーブルトレイ11が取り付けられ
たトレイ付クレーンガーダ13としである。このように
、トレイ付クレーンガーダ13を採用することによって
、ケーブル12の布設を4階壁の施工と無関係に実施す
ることができる。すなわち、第2図Aに示すように地上
でクレーンガーダに予め給電用ケーブルトレイを取り付
けてトレイ付クレーンガーダ13を構成しておき、次に
これを搬入、仮置しておく、さらに、屋根鉄骨8の建方
と並行してトレイ付クレーンガーダ13の据付を行う。
(Example) The same parts as in FIGS. 3 and 4 are given the same reference numerals. FIG. 1 is a sectional view of an embodiment of the present invention, and FIGS. 2 A and B are the construction period of the installation method of the present invention and the conventional method. It is a process diagram showing a comparison with that of the installation method. In FIG. 1, in the installation method of the present invention, the crane girder is a tray-equipped crane girder 13 to which a power supply cable tray 11 is attached. In this way, by employing the crane girder 13 with a tray, the cable 12 can be laid regardless of the construction of the fourth floor wall. That is, as shown in FIG. 2A, a power supply cable tray is attached to the crane girder on the ground in advance to form the crane girder with tray 13, which is then brought in and temporarily placed. In parallel with the erection of step 8, the crane girder 13 with tray is installed.

次に、R/B天井クレーンの組立と並行してケーブル1
2の布設を行い、ケーブル12の布設完了後において。
Next, in parallel with the assembly of the R/B overhead crane, cable 1
2 and after the cable 12 has been installed.

走行、調整、試験を開始する。なお、建築側においては
クレーン階ビーム3.4階壁の5、同■6の施工を前記
走行〜試験に並行して実施する。
Start driving, adjusting, and testing. In addition, on the construction side, construction of crane floor beam 3, 4th floor wall 5, and crane 6 will be carried out in parallel with the above-mentioned running and testing.

上記のようにトレイ付クレーンガーダ13を採用するこ
とにより、建築側の足場10の解体、撤去を待つことな
く、トレイ付クレーンガーダ13の据付完了とともにケ
ーブルの布設を開始することができる。つまり、従来の
R/B天井クレーン据付法において問題となっていた機
械側と建築側の作業の取合が少なくなり、給電用ケーブ
ルトレイの据付、ケーブル12の布設作業が非常に容易
となる。第2図Aにおいて(短縮)とした部分が前記工
期の短縮期間を示している。
By employing the crane girder 13 with a tray as described above, cable installation can be started as soon as the installation of the crane girder 13 with a tray is completed, without waiting for the dismantling and removal of the scaffolding 10 on the construction side. In other words, the coordination of work between the machine side and the construction side, which was a problem in the conventional R/B overhead crane installation method, is reduced, and the work of installing the power supply cable tray and laying the cable 12 becomes extremely easy. In FIG. 2A, the part marked (shortened) indicates the shortened period of the construction period.

従って、R/B天井クレーン関係の工期が著しく短縮さ
れ、同時にそれ等の作業の作業性、安全性も非常に向上
される。
Therefore, the construction period related to the R/B overhead crane is significantly shortened, and at the same time, the workability and safety of such work are greatly improved.

[発明の効果] 上記から明らかなように本発明のR/B天井クレーン据
付法においては、R/B天井クレーン関係の工期を大幅
に短縮することができるので、原子力発電所全体の建設
工期の著しい短縮、建設費用の低減を図ることができる
[Effects of the Invention] As is clear from the above, the R/B overhead crane installation method of the present invention can significantly shorten the construction period for the R/B overhead crane, thereby reducing the construction period for the entire nuclear power plant. It is possible to significantly shorten the time and reduce construction costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明一実施例の断面図、第2図A、Bは本発
明の据付法の工期と従来の据付法のそれとを比較して示
す工程図、第3図はR/Bの一般的な構成を示す断面図
、第4図は前記R/BとR/B天井クレーンとの位置、
関係を示す断面図である。
Figure 1 is a cross-sectional view of one embodiment of the present invention, Figures 2A and B are process diagrams comparing the installation period of the present invention and the conventional installation method, and Figure 3 is a diagram of the R/B installation method. A sectional view showing a general configuration, FIG. 4 shows the position of the R/B and the R/B overhead crane,
FIG. 3 is a cross-sectional view showing the relationship.

Claims (1)

【特許請求の範囲】[Claims] 原子力発電所建屋のクレーン階ビームのコンクリート打
設を終った時点で、給電用ケーブルトレイを予め取り付
けたトレイ付クレーンガーダを搬入仮置きし、建築作業
の進行とは無関係に前記給電用ケーブルトレイ内へのケ
ーブル布設を行うことを特徴とする原子炉建屋天井クレ
ーンの据付法。
When the concrete placement of the crane floor beam of the nuclear power plant building is completed, the crane girder with the tray to which the power supply cable tray has been attached is brought in and placed temporarily, and the power supply cable tray is placed inside the power supply cable tray regardless of the progress of the construction work. An installation method for a nuclear reactor building overhead crane, which is characterized by laying cables to the reactor building.
JP1271715A 1989-10-20 1989-10-20 Installing method for atomic reactor building ceiling crane Pending JPH03133896A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1271715A JPH03133896A (en) 1989-10-20 1989-10-20 Installing method for atomic reactor building ceiling crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1271715A JPH03133896A (en) 1989-10-20 1989-10-20 Installing method for atomic reactor building ceiling crane

Publications (1)

Publication Number Publication Date
JPH03133896A true JPH03133896A (en) 1991-06-07

Family

ID=17503834

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1271715A Pending JPH03133896A (en) 1989-10-20 1989-10-20 Installing method for atomic reactor building ceiling crane

Country Status (1)

Country Link
JP (1) JPH03133896A (en)

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