JPS59142497A - Method of fixing intermidiate slab samp tank for reactor container - Google Patents

Method of fixing intermidiate slab samp tank for reactor container

Info

Publication number
JPS59142497A
JPS59142497A JP58017229A JP1722983A JPS59142497A JP S59142497 A JPS59142497 A JP S59142497A JP 58017229 A JP58017229 A JP 58017229A JP 1722983 A JP1722983 A JP 1722983A JP S59142497 A JPS59142497 A JP S59142497A
Authority
JP
Japan
Prior art keywords
sump tank
slab
tank
sump
pedestal
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
JP58017229A
Other languages
Japanese (ja)
Inventor
岩田 巧
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.)
IHI Corp
Original Assignee
IHI 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 IHI Corp filed Critical IHI Corp
Priority to JP58017229A priority Critical patent/JPS59142497A/en
Publication of JPS59142497A publication Critical patent/JPS59142497A/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

  • Working Measures On Existing Buildindgs (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は原子炉格納容器のペデスタル中間スラブに設け
られるサンプタンクの据付は工法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for installing a sump tank provided in a pedestal intermediate slab of a nuclear reactor containment vessel.

第1図は一般的な原子炉格納容器の構造例を示すもので
、この原子炉格納容器1は、その中央に原子炉圧力容4
2を支持するペデスタル3が立役さnl、ドライウェル
4とサプレッションチャンバ5とが、ダイヤフラムフロ
ア6とペデスタル3の中間スラブ7とで上下に気密に区
画形成されている。
Figure 1 shows an example of the structure of a general reactor containment vessel.
A dry well 4 and a suppression chamber 5 are airtightly partitioned vertically by a diaphragm floor 6 and an intermediate slab 7 of the pedestal 3.

そして、前記中間スラブ7には、原子炉格納容器1内で
発生した高°区導度廃液、低電導度廃液などをそ石、ぞ
れ一時貯留しておくためのサンプタンク8が、ペブルタ
ル3の内周に沿って複数埋設されている。
In the intermediate slab 7, there is a sump tank 8 for temporarily storing high-conductivity waste liquid, low-conductivity waste liquid, etc. generated in the reactor containment vessel 1. There are several buried along the inner circumference.

ところで、従来、前記サンプタンク8を据付ける場合は
、まず、中間スラブ7の下方部分のペデスタル3を構築
しておいて、その上に、例えば枠組などに支持させて前
記サンプタンク8を個々に芯出ししつつ固定し、その後
、コンクリートを打設してサンプタンク8を中間スラブ
7内に埋設することに、よって行なわれている。そして
、中m1スラブ7が完成する以前の足場などが不完全な
状態では、各サンプタンク8を個々1こ芯出しするため
に多くの労力が必要とされるという問題がある。
Conventionally, when installing the sump tank 8, the pedestal 3 in the lower part of the intermediate slab 7 is first constructed, and the sump tank 8 is individually supported on the pedestal 3 by a framework or the like. This is done by centering and fixing, and then pouring concrete and burying the sump tank 8 in the intermediate slab 7. If the scaffolding or the like is incomplete before the middle m1 slab 7 is completed, there is a problem in that a lot of labor is required to center each sump tank 8 individually.

本発明は前記の事情を考慮して提案さイ9たもので、複
数のサンプタンクを工場などの良好な作秦条件の場所で
あらかじめ一体に組立てておいて中間スラブに組込むこ
とをこより、裾付は精度の同上と工期の短縮とを図るこ
とを目的とするものであ以下、本発明を第2図ないL7
第6図によって工程順に説明する。なお、■中従来例と
共通の部分には同一符号を付し、説明を簡略化する。
The present invention has been proposed in consideration of the above-mentioned circumstances, and is based on the fact that a plurality of sump tanks are assembled in advance at a place with good cropping conditions such as a factory, and then assembled into an intermediate slab. The purpose of the attachment is to improve accuracy and shorten the construction period.
The steps will be explained in order with reference to FIG. In addition, the same reference numerals are given to the parts common to the conventional example in (2) to simplify the explanation.

(1)サンプタンク製作工程 まず、ステンレス鋼板などによって、円環の一部をなす
が如き形状のサンプタンク8を製作するととも蚤こ、こ
れらを中間スラブ7に据付ける際と同様の所定の相互間
隔で配置して芯出ししておき、これらのサンプタンク8
を連結部材9(こよって相互に連結しb)つ補強すると
とも(こ、井桁状の支持枠10で内懐1から補強し、さ
らに、サンプタンク8から液体を流出させるための流出
管11をそれぞれ取り付けて2(。
(1) Sump tank manufacturing process First, a sump tank 8 shaped like a part of a ring is manufactured from a stainless steel plate or the like. These sump tanks 8 are placed at intervals and centered.
The inner pocket 1 is reinforced with a cross-shaped support frame 10, and an outflow pipe 11 for outflowing liquid from the sump tank 8 is reinforced. Attach each 2(.

(il)  補強枠製作工程 前記(1)の工程と並行して、連結状態のサンプタンク
8を懸架する補強枠12と、サンプタンク8の上方でペ
デスタル3の内周ヲ覆うライナープレート13とを一体
に組立てておく。
(il) Reinforcing frame manufacturing process In parallel with the step (1) above, a reinforcing frame 12 that suspends the connected sump tank 8 and a liner plate 13 that covers the inner circumference of the pedestal 3 above the sump tank 8 are installed. Assemble them together.

すなわち、補記ライナープレート13は、ステンレス)
@火などを前記サンプタンク8と同径の円筒状に形成し
てなり、I型鋼などを枠状fこ組合わせてなる補強枠1
2に連結Aす14を介して連結されて、筒状の形状を維
持した状ゆで補強されている。また前記補強枠12を構
成する型、鋼12Hの下面番こは、据付けに際して、後
述する中間スラブ7の支柱にij卜結される支持脚15
が取り付けられており、該支持!l!I15の下端には
、据付けの際の基準面となる底板15aが固着さむてい
る。
In other words, the supplementary liner plate 13 is made of stainless steel)
A reinforcing frame 1 formed by forming a cylinder into a cylindrical shape with the same diameter as the sump tank 8, and combining I-shaped steel or the like into a frame shape.
2 through the connecting A 14, and is reinforced by boiling while maintaining the cylindrical shape. In addition, the type and steel 12H constituting the reinforcing frame 12 have support legs 15 that are connected to supports of the intermediate slab 7, which will be described later, during installation.
is attached and supports! l! A bottom plate 15a, which serves as a reference surface during installation, is fixed to the lower end of I15.

θ1〇  一体化工程 (+)、(iDの工程でそれぞnJM作したサンプタン
ク8と補強枠12とを第6図に示すようをこ連結部材1
6で一体(こ連結する。
θ1〇 Integration process (+), connect the sump tank 8 and reinforcing frame 12, which were made by nJM in the iD process, as shown in Figure 6.
6 to connect together.

以上の(1)ないしく((0の工程は、工場など作業条
件が良好な個所で実測され、前記(110の工程終了後
、サンプタンク8、補強枠12、ライナープレート13
を一体(こ据付現場(こ搬入すればよい。そして、Af
f9’e(1)ないし010の工程と並行して下記のQ
ψ工程が実施例 GV)  ペデスタル構築工程 コンクリートを打設して、ペデスタル3の下部筒状部3
aを立設するとともに、該下部筒状部3aの上部に、中
間スラブ7aを支持する支持梁17を複数本架設し、こ
の支持梁17の上面、下面(こシールプレート18A、
18Bを設け、さらに、支持梁17の上部に、前記fI
i強枠12の支P!j脚15を支持する支柱19を立設
し、この支柱19の上部に、前記サンプタンク8の据付
けに除して基準面となる支持板19を取り付ける。
The above steps (1) to ((0) are actually measured at a place with good working conditions such as a factory, and after the step (110) is completed, the sump tank 8, reinforcing frame 12, liner plate 13
All you have to do is bring it to the installation site.
In parallel with the steps f9'e(1) to 010, the following Q
ψ process is Example GV) Pedestal construction process Concrete is poured and the lower cylindrical part 3 of the pedestal 3 is
A is erected, and a plurality of support beams 17 for supporting the intermediate slab 7a are installed on the upper part of the lower cylindrical portion 3a.
18B is provided, and the fI
Support P of i strong frame 12! A column 19 supporting the J-leg 15 is erected, and a support plate 19 is attached to the upper part of the column 19 to serve as a reference surface for installing the sump tank 8.

(V)据付工程 前記4V)の工程の完了を条件として、前記(lii)
の工程で補強枠12に支持させたサンプタンク8を支持
梁17蚤こ据付ける〇 すなわち、支柱19の支持板19aの上に支持1μs1
5の底板15aを載置して、サンプタンク8と補強枠1
2とを一体に据付けるととも(こ芯出しを行ない、底板
15aと支持板19aとを溶接、ボルト締めなどの手段
で一体に11M績する。さらに、サンプタンク8および
補強枠12をペデスタル3の鉄筋(図示略)に連結する
(V) Installation process Subject to the completion of step 4V) above, (lii)
In the process, the sump tank 8 supported by the reinforcing frame 12 is installed on the support beam 17. In other words, the sump tank 8 supported by the reinforcing frame 12 is installed on the support plate 19a of the column 19 for 1μs1.
Place the bottom plate 15a of No. 5 on the sump tank 8 and reinforcing frame 1.
The sump tank 8 and the reinforcing frame 12 are installed on the pedestal 3. Connect to reinforcing bars (not shown).

付勢 コンクリート打設工程 コンクリートを打設してペデスタル3のスラブ支持部3
bと中間スラブ7Aとを一体に形1j文する。
Biasing Concrete pouring process Concrete is poured and the slab support part 3 of the pedestal 3
b and the intermediate slab 7A are integrated into a form 1j sentence.

そして、スラブ支持部3bと中間スラブ7Aとのコン・
クリートが硬化した後、ペデスタル3の上部筒状部3C
を^4築する。
Then, the connection between the slab support portion 3b and the intermediate slab 7A is made.
After the cleat has hardened, the upper cylindrical part 3C of the pedestal 3
Build ^4.

以上の説明で明らかなように、本う^明は、中間スラブ
(こ虚数個埋設ぎわ、るサンプタンクを、工場など(こ
おいて相互に位【心決めして一体に連結しておくととも
(こ、連結されたサンプタンクを補強枠(こ支持させて
おき、これらをペデスタル内に立設した支柱に一体に据
付けて芯出しすることを%徴とするもので、工場などの
作業条件の良好な場所)こおいて正確な芯出しを行なう
ことができるとともに、各サンプタンクを個々に据付け
る場合に比して現場(こおける芯出し作秦の工数を減少
させて、何句工期を短縮することができるという効果を
有する。
As is clear from the above explanation, the present invention proposes that intermediate slabs (a small number of buried sump tanks be installed in factories, etc.) where they are positioned mutually [centered and connected together]. This is a system in which the connected sump tanks are supported by a reinforcing frame, and these are installed integrally on a support installed inside the pedestal for centering. It is possible to perform accurate centering at a suitable site (in a good location), and it also reduces the man-hours required for centering at the site (in a good location) compared to when each sump tank is installed individually. This has the effect of being able to shorten the time.

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

第1図は原子炉格納容器の概略構成説明−、第2図ない
し第6図は本発明の一実施例を示すもので、第2図はサ
ンプタンクを組立てた状態を示す平面図、第3図は第2
図のト」線に沿う矢視断面図、第4図はサンプタンクを
支持するNi強4卆の平面図、第5図は第4図のv−v
iに沿う矢視断面図、第6図はサンプタンク据付後の〕
(k態を示す断面図である。 1・・・・・原子炉格納容器、2・・・・・・原子炉圧
力容器、3・・・・・・ペデスタル、4・・・・・・ド
ライウェル、5・・・・・・サプレッションチャンバ、
7)【・・・・・中間スラブ、8・・・・・・サンプタ
ンク、9・・・・連結部材、10・・・・・・叉持枠、
12・・・・・・補慣粋、13・・・・・ライナープレ
ート、15・・・・・・支持セJ116・・・・・・4
結部材、17・・・・・支持架、19・・・・・支柱。 出願人 石川島剤賠重工朶株式会社 〜第1図 第2図 第3図 第4図 1:+o     L+。
Fig. 1 shows a schematic configuration of the reactor containment vessel, Figs. 2 to 6 show an embodiment of the present invention, Fig. 2 is a plan view showing the assembled state of the sump tank, and Fig. 3 shows an assembled state of the sump tank. The figure is the second
Fig. 4 is a plan view of the Ni strong 4-volume tank supporting the sump tank, and Fig. 5 is a v-v of Fig. 4.
Cross-sectional view along arrow i, Figure 6 is after the sump tank is installed]
(It is a sectional view showing the k state. 1...Reactor containment vessel, 2...Reactor pressure vessel, 3...Pedestal, 4...Dry Well, 5...Suppression chamber,
7) [... Intermediate slab, 8... Sump tank, 9... Connecting member, 10... Holding frame,
12...Supplementary convention, 13...Liner plate, 15...Support center J116...4
Connection member, 17... Support frame, 19... Support column. Applicant Ishikawajima Pharmaceutical Insurance Co., Ltd. - Figure 1 Figure 2 Figure 3 Figure 4 Figure 1: +o L+.

Claims (1)

【特許請求の範囲】[Claims] 原子炉圧力容器を支持するペデスタル内をドライウェル
側とサプレッションチャンバl1lljとに区画する中
間スラブに複数設けられるサンプタンクの据付工法にお
いて、複数のサンプタンクを相互に連結して位置決めし
、連結状態のサンプタンクを補強枠に一体に支持させて
おき、該補強枠を前記ペデスタル内の支柱に据付けた後
、前記サンプタンクの周囲にコンクリートを打設して中
間スラブを形成することを特徴とする原子炉格納容器中
間スラブサンプタンクの据付工法。
In the installation method of multiple sump tanks installed in an intermediate slab that divides the interior of the pedestal supporting the reactor pressure vessel into the dry well side and the suppression chamber l1llj, multiple sump tanks are interconnected and positioned, and the connected state is The sump tank is integrally supported by a reinforcing frame, and after the reinforcing frame is installed on a support in the pedestal, concrete is poured around the sump tank to form an intermediate slab. Installation method for reactor containment vessel intermediate slab sump tank.
JP58017229A 1983-02-04 1983-02-04 Method of fixing intermidiate slab samp tank for reactor container Pending JPS59142497A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58017229A JPS59142497A (en) 1983-02-04 1983-02-04 Method of fixing intermidiate slab samp tank for reactor container

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58017229A JPS59142497A (en) 1983-02-04 1983-02-04 Method of fixing intermidiate slab samp tank for reactor container

Publications (1)

Publication Number Publication Date
JPS59142497A true JPS59142497A (en) 1984-08-15

Family

ID=11938116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58017229A Pending JPS59142497A (en) 1983-02-04 1983-02-04 Method of fixing intermidiate slab samp tank for reactor container

Country Status (1)

Country Link
JP (1) JPS59142497A (en)

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