JPS6031280B2 - How to line the pool - Google Patents

How to line the pool

Info

Publication number
JPS6031280B2
JPS6031280B2 JP54031751A JP3175179A JPS6031280B2 JP S6031280 B2 JPS6031280 B2 JP S6031280B2 JP 54031751 A JP54031751 A JP 54031751A JP 3175179 A JP3175179 A JP 3175179A JP S6031280 B2 JPS6031280 B2 JP S6031280B2
Authority
JP
Japan
Prior art keywords
pool
concrete
metal
embedded
plate
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
Application number
JP54031751A
Other languages
Japanese (ja)
Other versions
JPS55124096A (en
Inventor
吉光 石田
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.)
OOE KOGYO KK
Original Assignee
OOE KOGYO KK
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 OOE KOGYO KK filed Critical OOE KOGYO KK
Priority to JP54031751A priority Critical patent/JPS6031280B2/en
Publication of JPS55124096A publication Critical patent/JPS55124096A/en
Publication of JPS6031280B2 publication Critical patent/JPS6031280B2/en
Expired 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

  • Finishing Walls (AREA)

Description

【発明の詳細な説明】 本発明は放射性物質を含む気体または液体の漏洩が厳し
く規制される原子力ブランド用建築物、使用済燃料貯蔵
プールなどのライニング工事の方法に関するものである
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for lining construction of nuclear power brand buildings, spent fuel storage pools, etc., where leakage of gas or liquid containing radioactive materials is strictly regulated.

原子力施設のラィニングにおいては人体に有害な放射性
物質の漏洩を防止することが絶体に必要であるが、これ
らの構築物は大型であるためラィニング板の継手はどう
しても現場溶接となり、溶接線の裏当金となる埋込金物
の取付方がラィニング板の溶接作業性及び溶接の信頼性
に重要な問題となる。また万一溶接部より漏洩があった
場合、遠かにこれを検知し処置出来ることが必要条件と
なっている。従来のプールラィニングの方法は第1図に
示すように鉄筋コンクリート躯体1にアンカー2(又は
2′)を埋込み、これに山形鋼3を格子状に取付けこの
表面までモルタル4を充填してプール内面を仕上げ、山
形鋼3を裏当金としてステンレス鋼ラィニング板5を溶
接するのが一般である。
When lining nuclear power facilities, it is absolutely necessary to prevent the leakage of radioactive materials that are harmful to the human body, but because these structures are large, the joints of the lining plates must be welded on site, and the backing of the weld line must be welded. How to attach the metal embedded metal fittings becomes an important issue for welding workability and welding reliability of the lining plate. In addition, in the event that there is a leak from a weld, it is necessary to be able to detect it from a distance and take action. As shown in Fig. 1, the conventional pool lining method involves embedding anchors 2 (or 2') in a reinforced concrete frame 1, attaching angle irons 3 to these in a grid pattern, and filling the mortar 4 up to the surface of the anchors to line the inner surface of the pool. It is common to finish the stainless steel lining plate 5 using the angle iron 3 as a backing metal.

しかしこの方法では山形鋼3の正確な取付が困難であり
、モルタル4の表面の凹凸の手直しやラィニン板の開先
合せ不良部分が出釆易く、従って溶綾作業性不良による
溶接欠陥の補修作業が多い欠点がある。また漏洩検知溝
6はモルタルにて形成されているため多量の漏洩がない
と検知出来ず漏洩個所の探索も容易でない。本発明は第
2図に示すような漏洩検知溝付埋込金物(以下埋込金物
と称す)と第3図に示すような鋼製型枠を工場内で製作
し、これを現地で組立てて所定の仮枠とし周囲にコンク
リートを打設してプール腿体を構築する工法で、コンク
リート養生後鋼製型枠を取り外せば埋込金物の埋込まれ
たプール蝿体が完成されるものである。以下この方法に
ついて第2図及至第5図に基づいて説明する。
However, with this method, it is difficult to accurately install the angle iron 3, and it is easy to modify the unevenness of the surface of the mortar 4 or to make a part where the grooves of the lining plate are poorly aligned. There are many drawbacks. Further, since the leakage detection groove 6 is formed of mortar, it cannot be detected unless there is a large amount of leakage, and it is not easy to search for the leakage location. In the present invention, an embedded fitting with a leak detection groove (hereinafter referred to as an embedded fitting) as shown in Fig. 2 and a steel formwork as shown in Fig. 3 are manufactured in a factory, and these are assembled on-site. This is a construction method in which the pool body is constructed by using a predetermined temporary frame and pouring concrete around it. After the concrete has cured, the steel formwork is removed to complete the pool body with embedded metal fittings embedded. . This method will be explained below based on FIGS. 2 to 5.

第2図は埋込金物の平面図及び一部断面図を示し、鋼製
枠板7の表面に髪当金8及び当板9を溶接したもので、
裏当金8と当板9の間に適当な隙間を設けて漏洩検知溝
10を形成する。枠板7の裏側にはアンカー11及び検
知管援手12を取付ける。埋込金物は運搬可能な大きさ
に分割製作し現地に搬入後所定の形に組立てるものとし
、第2図の寸法は一例を示す。第3図は鋼製型枠の平面
図及び横断面図を示し鋼製の型枠13と蓋板14より成
り埋込金物取付用ボルト孔、型枠組立用ボルト孔、セパ
レーター取付孔などを設ける。
FIG. 2 shows a plan view and a partial cross-sectional view of the embedded hardware, in which a hair pad 8 and a backing plate 9 are welded to the surface of a steel frame plate 7.
A leakage detection groove 10 is formed by providing an appropriate gap between the backing metal 8 and the backing plate 9. An anchor 11 and a detection tube supporter 12 are attached to the back side of the frame plate 7. The embedded hardware shall be divided into pieces of transportable size and assembled into a predetermined shape after being delivered to the site.The dimensions shown in Figure 2 are an example. Figure 3 shows a plan view and a cross-sectional view of the steel formwork, which is made up of a steel formwork 13 and a cover plate 14, and is provided with bolt holes for mounting embedded hardware, bolt holes for formwork assembly, separator mounting holes, etc. .

第4図は現地組立工事における埋込金物と鋼製型枠との
結合部分の一部断面を示し、埋込金物と鋼製型枠を仮細
ボルト15,16にて組立てコンクリートの埋込まれる
検知配管17や各種埋込管などを鉄筋21の間に配置し
た後、蓋板14を仮組ボルト18にて取付けセパレータ
ー19を配置してプール躯体の内側仮枠を形成する。プ
ール脂体コンクリート22を打設し、養生後仮組ボルト
15,16,18を取外して型枠13,蓋板14を撤去
すれば寸法正確な漏洩検知溝付埋込金物が埋込まれたプ
ール鍵体が完成される。第5図は金属ラィニング板の溶
接継手部の断面を示し、埋込金物の裏当金8の上にステ
ンレス鋼ラィニング板20を溶接してプールラィニング
工事を完成する。ラィニング板20の溶接は従来通り埋
込金物の裏当金8の上で突合せ溶接にて行なうが、ライ
ニング板の開先加工と埋込金物は工場にて正確に製作さ
れるため、現場溶接の関先合わせが容易となり完全な溶
接を行なうことが出来る。
Figure 4 shows a partial cross section of the connection between the embedded metal fittings and the steel formwork during on-site assembly work. After the detection pipe 17 and various embedded pipes are arranged between the reinforcing bars 21, the cover plate 14 is temporarily attached with bolts 18 and the separator 19 is arranged to form a temporary inner frame of the pool frame. After pouring the pool fat concrete 22 and curing it, remove the temporary bolts 15, 16, 18, and remove the formwork 13 and cover plate 14 to create a pool with dimensionally accurate leak detection grooved embedded fittings. The key body is completed. FIG. 5 shows a cross section of the welded joint of the metal lining plate, and the stainless steel lining plate 20 is welded onto the backing metal 8 of the embedded metal to complete the pool lining work. Welding of the lining plate 20 is conventionally performed by butt welding on the backing metal 8 of the embedded metal fittings, but since the beveling of the lining plate and the embedded metal fittings are precisely manufactured in the factory, on-site welding is required. It becomes easy to align the joints and complete welding can be performed.

溶接線の両側には漏洩検知鋼が設けられブロック毎に配
置された検知配管17により万一漏洩を生じた場合は急
速に検知され、漏洩個所の探索も容易である。また埋込
金物の埋込がコンクリ−ト打設と同時に行なわれ、鋼製
型枠は何回も使用可能であるから原子力施設の工期短縮
と経済性にも効果がある。このように本発明は放射性物
質の漏洩が厳しく規制されステンレス鋼ラィニングを必
要とする原子力関係の構築物、例えば原子炉周囲のビッ
ト、使用済核燃料プール、核燃料再処理プラント建屋、
放射線照射プールなどのラィニング工事に効果がある。
Leak detection steel is provided on both sides of the weld line, and if a leak should occur, it will be rapidly detected by the detection piping 17 arranged in each block, and the location of the leak can be easily searched. In addition, the metal fittings are embedded at the same time as the concrete is poured, and the steel formwork can be used many times, which is effective in shortening the construction period and making the nuclear facility more economical. As described above, the present invention is applicable to nuclear power-related structures where leakage of radioactive materials is strictly regulated and requires stainless steel lining, such as bits around nuclear reactors, spent nuclear fuel pools, nuclear fuel reprocessing plant buildings,
Effective for lining construction of radiation irradiation pools, etc.

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

第1図は従来工法の一例、第2図は漏洩検知溝付理込金
物、第3図は鋼製型枠、第4図は組立方法、第5図はラ
イニング板溶接方法を示す説明図である。 図中に示す符号の説明は次の通りである。1・・…・鉄
筋コンクリート躯体、2・・・・・・アンカー、3・・
・・・・山形鋼、4・・・・・・モルタル、5・・・・
・・ライニング板、6・・・・・・漏洩検知溝、7・・
・・・・鋼製枠板、8・・・・・・裏当金、9・・・…
当板、10・・・・・・漏洩検知溝、11・・・・・・
アンカー、12・・・・・・検知管嬢手、13・・・・
・・型枠、14・・・・・・蓋板、15・・・・・・ボ
ルト、16・・・…ボルト、17・・・・・・検知管、
18・・・・・.ボルト、19……セパレーター、20
……ライニング板、21・・・・・・鉄筋、22・・・
・・・コンクリート。 第5図第1図 第2図 第3図 第4図
Figure 1 is an example of the conventional construction method, Figure 2 is a leak detection grooved fitting, Figure 3 is a steel formwork, Figure 4 is an assembly method, and Figure 5 is an explanatory diagram showing a lining plate welding method. be. Explanations of the symbols shown in the figure are as follows. 1...Reinforced concrete frame, 2...Anchor, 3...
... angle iron, 4 ... mortar, 5 ...
...Lining plate, 6...Leak detection groove, 7...
...Steel frame plate, 8...Backing metal, 9...
Contact plate, 10... Leak detection groove, 11...
Anchor, 12...Detection tube handle, 13...
...Formwork, 14...Lid plate, 15...Bolt, 16...Bolt, 17...Detection tube,
18... Bolt, 19...Separator, 20
...Lining plate, 21...Reinforcement bar, 22...
···concrete. Figure 5 Figure 1 Figure 2 Figure 3 Figure 4

Claims (1)

【特許請求の範囲】[Claims] 1 コンクリート壁面を金属板にてライニングする原子
力施設のプールの構築において、金属板の継目にコンク
リート駆体に埋込まれる溶接用裏当金と漏洩検知溝を有
する鋼板製埋込金物に形鋼製型枠と鋼板製蓋板を取付け
たものを複数個組合わせて内壁面を形成した後、コンク
リートを打設してコンクリート駆体を構築する方法で、
取外し可能な鋼板製蓋板を使用することにより型粋の組
立、漏洩検知管の取付などが容易に行えることを特徴と
するプールライニングの方法。
1. In the construction of a pool for a nuclear facility where concrete walls are lined with metal plates, a steel plate embedded metal fitting with a welding backing metal and a leakage detection groove embedded in the concrete base at the joint of the metal plate is made of shaped steel. This is a method in which the inner wall surface is formed by combining multiple forms with attached steel plate cover plates, and then concrete is poured to construct a concrete body.
A pool lining method characterized in that by using a removable steel plate cover plate, it is easy to assemble the model and attach a leak detection tube.
JP54031751A 1979-03-20 1979-03-20 How to line the pool Expired JPS6031280B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP54031751A JPS6031280B2 (en) 1979-03-20 1979-03-20 How to line the pool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP54031751A JPS6031280B2 (en) 1979-03-20 1979-03-20 How to line the pool

Publications (2)

Publication Number Publication Date
JPS55124096A JPS55124096A (en) 1980-09-24
JPS6031280B2 true JPS6031280B2 (en) 1985-07-20

Family

ID=12339718

Family Applications (1)

Application Number Title Priority Date Filing Date
JP54031751A Expired JPS6031280B2 (en) 1979-03-20 1979-03-20 How to line the pool

Country Status (1)

Country Link
JP (1) JPS6031280B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6268974A (en) * 1985-09-24 1987-03-30 大江工業株式会社 Construction of lining storage tank
JP7064991B2 (en) * 2018-07-30 2022-05-11 三菱重工業株式会社 Fuel pool and fuel pool lining construction method

Also Published As

Publication number Publication date
JPS55124096A (en) 1980-09-24

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