JPH022119B2 - - Google Patents

Info

Publication number
JPH022119B2
JPH022119B2 JP57128027A JP12802782A JPH022119B2 JP H022119 B2 JPH022119 B2 JP H022119B2 JP 57128027 A JP57128027 A JP 57128027A JP 12802782 A JP12802782 A JP 12802782A JP H022119 B2 JPH022119 B2 JP H022119B2
Authority
JP
Japan
Prior art keywords
piping
reinforcing
reinforcing bars
concrete layer
containment vessel
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
Application number
JP57128027A
Other languages
Japanese (ja)
Other versions
JPS5918495A (en
Inventor
Hitoshi Sasayama
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.)
Ishikawajima Kenzai Kogyo Co Ltd
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
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 Ishikawajima Kenzai Kogyo Co Ltd filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP57128027A priority Critical patent/JPS5918495A/en
Publication of JPS5918495A publication Critical patent/JPS5918495A/en
Publication of JPH022119B2 publication Critical patent/JPH022119B2/ja
Granted 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
    • 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

  • Feeding, Discharge, Calcimining, Fusing, And Gas-Generation Devices (AREA)
  • Structure Of Emergency Protection For Nuclear Reactors (AREA)

Description

【発明の詳細な説明】 本発明は、原子力発電所等に設置される原子炉
格納容器の配管貫通部における配管の取付け方法
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing piping in a piping penetration portion of a reactor containment vessel installed in a nuclear power plant or the like.

石油に替わる新しいエネルギー源として、原子
力は長期に安定したエネルギーを供給できるとこ
ろから、石炭、LNG等の他のエネルギー源にく
らべ、その重要性が高まつている。ところで、原
子力発電は、濃縮ウランを燃料としているため、
外部に放射性物質が漏洩しないように、原子炉圧
力容器、再循環設備などの原子炉一次系設備を原
子炉格納容器内に収納している。
As a new energy source to replace oil, nuclear power is becoming more important than other energy sources such as coal and LNG because it can provide stable energy over a long period of time. By the way, nuclear power generation uses enriched uranium as fuel, so
To prevent radioactive materials from leaking outside, primary reactor equipment such as the reactor pressure vessel and recirculation equipment is housed within the reactor containment vessel.

この種の原子炉格納容器は、第1図に示すよう
に、その格納容器Aの内面を形成するとともに主
として炉内の気密を図る作用を受けもつ鋼板製の
ライナー材1と、このライナー材1の外側に一体
に打設形成され、周知のように放射線などを効果
的に遮蔽する作用を受けもつコンクリート層2と
から主として構成されており、その容器壁3に
は、冷却水系、空調系及び電気、計測器機類の配
線等の各種配管4が上記容器壁3に貫通して設け
られている。
As shown in FIG. 1, this type of reactor containment vessel consists of a liner material 1 made of a steel plate, which forms the inner surface of the containment vessel A, and whose function is primarily to ensure airtightness within the reactor; It is mainly composed of a concrete layer 2 which is cast integrally on the outside of the container and has the function of effectively shielding radiation etc. as is well known, and the container wall 3 has a cooling water system, an air conditioning system and Various types of piping 4, such as electrical and measuring equipment wiring, are provided to penetrate the container wall 3.

ところで、上記格納容器Aは、通常、大形構造
物となるため、コンクリート層2の補強をなす補
強鉄筋等の鋼材は、作業現場において溶接等によ
り一体に組み立ててゆく工法が形成されている。
By the way, since the above-mentioned containment vessel A is usually a large structure, a construction method is used in which steel materials such as reinforcing bars that reinforce the concrete layer 2 are assembled together by welding or the like at the work site.

しかしながら、従来、上記配管4の容器壁3に
おける配管貫通部は、第2図と第3図に示すよう
に、コンクリート層2の補強及び配管4のコンク
リート層2への固定を図る補強鉄筋6が入り乱れ
ているため、配管4の周囲の補強鉄筋6等の鋼材
の組み立てが煩雑になり、この結果作業現場での
作業能率が悪くなる上、コンクリートの充填もむ
ずかしくなる等の問題があつた。
However, conventionally, as shown in FIGS. 2 and 3, the pipe penetration portion of the pipe 4 in the container wall 3 has reinforcing reinforcing bars 6 for reinforcing the concrete layer 2 and fixing the pipe 4 to the concrete layer 2. Because of the jumble, assembly of steel materials such as reinforcing reinforcing bars 6 around the piping 4 becomes complicated, resulting in problems such as poor work efficiency at the work site and difficulty in filling with concrete.

本発明は、予め配管の周囲にコンクリート層を
補強する多数の補強鉄筋を配設して配管エレメン
トを構成し、この配管エレメントを容器壁の配管
貫通部に一体に取り付けることにより、上記従来
の問題をなくしたもので、配管周囲における補強
鉄筋等の鋼材の組み立てが容易で、作業現場での
作業能率が良くなる上、工期の短縮を図ることの
できる原子炉格納容器の配管貫通部における配管
の取付け方法を提供することを目的とする。
The present invention solves the above-mentioned conventional problem by configuring a piping element by arranging in advance a large number of reinforcing reinforcing bars for reinforcing the concrete layer around the piping, and by integrally attaching this piping element to the pipe penetration part of the container wall. It is easy to assemble steel materials such as reinforcing reinforcing bars around the piping, improving work efficiency at the work site, and shortening the construction period. The purpose is to provide an installation method.

以下、本発明を図面を参照して説明する。 Hereinafter, the present invention will be explained with reference to the drawings.

第4図ないし第6図は、本発明の取付け方法を
実施する場合に用いられる配管エレメントの一実
施例を示すもので、この配管エレメントBは、配
管10と、この配管10の周囲に網目状に縦横に
配設され原子炉格納容器の容器壁のコンクリート
層の補強及び配管10のコンクリート層への固定
を図る多数の補強鉄筋20とから構成されてお
り、上記配管10の両端には、フランジ11が設
けられている。なお図中21は、配管10の周囲
に同心円状に配設して上記補強鉄筋20に溶接さ
れた補強鉄筋であり、配管10の周囲の構造的強
度を高めるようになつている。
4 to 6 show an example of a piping element used when implementing the installation method of the present invention, and this piping element B includes a piping 10 and a mesh pattern around the piping 10. It is composed of a large number of reinforcing bars 20 arranged vertically and horizontally to reinforce the concrete layer of the wall of the reactor containment vessel and to fix the piping 10 to the concrete layer, and the piping 10 has flanges at both ends. 11 are provided. In the figure, reference numeral 21 denotes reinforcing reinforcing bars arranged concentrically around the pipe 10 and welded to the reinforcing reinforcing bars 20, so as to increase the structural strength around the pipe 10.

次に以上のように構成された配管エレメントB
を用いた原子炉格納容器の配管貫通部における配
管の取付け方法について説明する。
Next, piping element B configured as above
A method of installing piping in the piping penetration part of the reactor containment vessel using this method will be explained.

まず、原子炉格納容器の容器壁を貫通させて設
けるための配管10の周囲に、上記容器壁のコン
クリート層を補強するのに必要な多数の補強鉄筋
20を予め工場や作業現場近くで溶接等により網
目状に縦横に配設して、前述の配管エレメントB
を構成しておく。なお、この際、上記網目状に配
設した補強鉄筋20に、配管10と同心円状に補
強鉄筋21を溶接する。
First, a large number of reinforcing reinforcing bars 20 necessary for reinforcing the concrete layer of the vessel wall are welded in advance at a factory or near the work site around the piping 10 that is installed to penetrate the vessel wall of the reactor containment vessel. The above-mentioned piping element B
Configure. In addition, at this time, reinforcing reinforcing bars 21 are welded to the reinforcing reinforcing bars 20 arranged in the mesh shape in a concentric manner with the pipe 10.

次いで、格納容器の内面を形成するライナー材
を組み立てていく際に、上記配管エレメントBを
容器壁の配管貫通部に対し、上記配管エレメント
Bの一側の接続口10aを格納容器内に、他側の
接続口を格納容器外に開口して上記ライナー材に
溶接等により固定して設置した後、上記容器壁の
コンクリート層に埋設される多数の鉄筋25を配
筋する。そしてこれらの鉄筋25に上記配管エレ
メントBの補強鉄筋20を溶接あるいは取付け部
材26等を介して接続する。
Next, when assembling the liner material that forms the inner surface of the containment vessel, the piping element B is connected to the pipe penetration part of the vessel wall, and the connection port 10a on one side of the piping element B is inserted into the containment vessel, and the other After opening the side connection port to the outside of the containment vessel and fixing it to the liner material by welding or the like, a large number of reinforcing bars 25 are arranged to be buried in the concrete layer of the vessel wall. Then, the reinforcing reinforcing bars 20 of the piping element B are connected to these reinforcing bars 25 by welding or via attachment members 26 or the like.

上記において、配管10は、予め工場や作業現
場近くで、その周囲にコンクリート層を補強する
のに必要な補強鉄筋20等の鋼材を配設するた
め、配管10の周囲の鋼材の組み立てが容易であ
り、また作業現場における上記配管エレメントB
の取り付けにあたつては、配管エレメントBの補
強鉄筋20にコンクリート層の鉄筋25を接続す
るだけで良いため、現場における作業能率が良好
で工期の短縮を図ることができる。
In the above, steel materials such as reinforcing bars 20 necessary for reinforcing the concrete layer are placed around the pipe 10 in advance near the factory or work site, so it is easy to assemble the steel materials around the pipe 10. Yes, and the above piping element B at the work site
When installing, it is only necessary to connect the reinforcing bars 25 of the concrete layer to the reinforcing bars 20 of the piping element B, which improves work efficiency on site and shortens the construction period.

なお、配管10を複数並べて、これら配管10
の周囲に容器壁のコンクリート層の補強及び配管
10のコンクリート層への固定を図る補強鉄筋2
0,21を配筋し、複数個の配管10を有する配
管エレメントを構成しても良く、このような配管
エレメントでは、配管が複数でそれぞれが近接し
ているような配管貫通部での作業に特に効果的に
対応できる。
Note that by arranging a plurality of pipes 10, these pipes 10
Reinforcement reinforcing bars 2 are installed around the container wall to reinforce the concrete layer and to secure the pipe 10 to the concrete layer.
0, 21 may be arranged to form a piping element having a plurality of pipes 10, and such a piping element is suitable for work in pipe penetrations where there are a plurality of pipes close to each other. can be dealt with particularly effectively.

また、実施例においては、原子炉格納容器の配
管貫通部における配管の取付け方法について述べ
たが、配管が容器壁に貫通して設けられるような
他のコンクリート製タンクやサイロなどにも適用
できることは言うまでもない。
In addition, in the example, the method of installing piping at the piping penetration part of the reactor containment vessel was described, but it can also be applied to other concrete tanks, silos, etc. where piping is installed penetrating the vessel wall. Needless to say.

以上説明したように、本発明によれば、予め工
場または作業現場近くで、原子炉格納容器の容器
壁を貫通させて設けるための配管の周囲に、容器
壁のコンクリート層を補強する多数の補強鉄筋を
配設して配管エレメントを構成し、この配管エレ
メントを用いて配管を取り付けていくため、配管
周囲における補強鉄筋等の鋼材の組み立てが容易
で、作業現場での作業能率が良くなる上、工期の
短縮を図ることができるとともに、コンクリート
を確実に配管周囲に充填できる等の優れた効果を
有する。また、原子炉格納容器に限らず、配管が
貫通して設けられるような他のタンクやサイロ等
にも応用することができ、同様の効果を得ること
ができるという長所を有する。
As explained above, according to the present invention, a large number of reinforcements for reinforcing the concrete layer of the container wall are installed around the piping to be provided in advance at the factory or near the work site to penetrate the container wall of the reactor containment vessel. Piping elements are constructed by arranging reinforcing bars, and piping is installed using these piping elements, making it easy to assemble steel materials such as reinforcing bars around the piping, improving work efficiency on the work site, and It has excellent effects such as being able to shorten the construction period and also being able to reliably fill the area around the pipes with concrete. Further, it has the advantage that it can be applied not only to a nuclear reactor containment vessel but also to other tanks or silos etc. in which piping is installed through, and similar effects can be obtained.

【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斜視図、第2図
と第3図は従来における配管の周囲の構造を説明
するために示したもので、第2図は正面図、第3
図は断面図、第4図ないし第6図は本発明に用い
られる配管エレメントの一実施例を示すもので、
第4図は斜視図、第5図は正面図、第6図は縦断
面図である。 A……格納容器、2……コンクリート層、B…
…配管エレメント、10……配管、10a,10
b……接続口、20,21……補強鉄筋、25…
…鉄筋。
Figure 1 is a schematic perspective view of the reactor containment vessel, Figures 2 and 3 are shown to explain the structure around conventional piping, Figure 2 is a front view, and Figure 3 is a front view.
The figure is a sectional view, and Figures 4 to 6 show an embodiment of the piping element used in the present invention.
FIG. 4 is a perspective view, FIG. 5 is a front view, and FIG. 6 is a longitudinal sectional view. A... Containment vessel, 2... Concrete layer, B...
...Piping element, 10...Piping, 10a, 10
b... Connection port, 20, 21... Reinforcement bar, 25...
...reinforced steel.

【特許請求の範囲】[Claims]

1 液体金属を内蔵する原子炉容器と、この原子
炉容器を密閉するための原子炉容器蓋と、この原
子炉容器蓋の下面に密着して設置される複数の上
板と、これらの上板にそれぞれ対向して設けられ
る下板と、上板および下板の中央部に設けられ
て、これらの上板および下板の距離を一定に保持
する間隔保持部材と、対向するそれぞれの上板と
下板の外周部を連結するフレキシブルな薄膜と、
この薄膜に包囲され、その機械的荷重を薄膜に負
荷しないように保持された断熱材と、前記上板と
下板の中心部に配置された孔をそれぞれ貫通し前
記上板と下板を原子炉容器蓋に取付ける吊り部材
とから構成される原子炉容器蓋の熱抵抗体。
1. A reactor vessel containing liquid metal, a reactor vessel lid for sealing this reactor vessel, a plurality of upper plates installed in close contact with the lower surface of this reactor vessel lid, and these upper plates. a lower plate provided facing each other, a spacing member provided at the center of the upper plate and the lower plate to maintain a constant distance between the upper plate and the lower plate, and each of the opposing upper plates. A flexible thin film connects the outer periphery of the lower plate,
A heat insulating material surrounded by this thin film and held so as not to apply the mechanical load to the thin film, and an atom that penetrates through holes arranged in the center of the upper plate and lower plate, respectively, connect the upper plate and the lower plate. A thermal resistor for a reactor vessel lid, consisting of a hanging member attached to the reactor vessel lid.

JP57128027A 1982-07-22 1982-07-22 Method of fixing pipe on pipe through portion of reactor container Granted JPS5918495A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57128027A JPS5918495A (en) 1982-07-22 1982-07-22 Method of fixing pipe on pipe through portion of reactor container

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57128027A JPS5918495A (en) 1982-07-22 1982-07-22 Method of fixing pipe on pipe through portion of reactor container

Publications (2)

Publication Number Publication Date
JPS5918495A JPS5918495A (en) 1984-01-30
JPH022119B2 true JPH022119B2 (en) 1990-01-16

Family

ID=14974682

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57128027A Granted JPS5918495A (en) 1982-07-22 1982-07-22 Method of fixing pipe on pipe through portion of reactor container

Country Status (1)

Country Link
JP (1) JPS5918495A (en)

Also Published As

Publication number Publication date
JPS5918495A (en) 1984-01-30

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