JPH0571798U - Structure of reactor shield wall - Google Patents

Structure of reactor shield wall

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Publication number
JPH0571798U
JPH0571798U JP002010U JP201091U JPH0571798U JP H0571798 U JPH0571798 U JP H0571798U JP 002010 U JP002010 U JP 002010U JP 201091 U JP201091 U JP 201091U JP H0571798 U JPH0571798 U JP H0571798U
Authority
JP
Japan
Prior art keywords
outer cylinder
partition wall
cylinder
concrete
reactor
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.)
Withdrawn
Application number
JP002010U
Other languages
Japanese (ja)
Inventor
敏雄 上原
Original Assignee
石川島播磨重工業株式会社
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 石川島播磨重工業株式会社 filed Critical 石川島播磨重工業株式会社
Priority to JP002010U priority Critical patent/JPH0571798U/en
Publication of JPH0571798U publication Critical patent/JPH0571798U/en
Withdrawn legal-status Critical Current

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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

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

(57)【要約】 【目的】 建設作業中等における設計変更を容易にし、
建設作業を簡略にして工期の短縮を図り、運転開始後の
新たな機器の取り付けをも可能にする。 【構成】 原子炉圧力容器の周囲を二重リング状に囲む
鋼製の内筒4と外筒5とを立設するとともに、外筒5の
半径内方位置に、両筒と同心状に筒状の仕切り壁12を
立設し、仕切り壁12と内筒4との間にコンクリート1
3を充填し、仕切り壁12と外筒5との間の空間部13
に、外筒5内面の各部に固着した複数の補強部材14・
15を設けた。 【効果】 補強部材により外筒外面の任意の位置への機
器の取り付けを可能とし、空間部の存在により建設後の
取り付けでもコンクリートへの熱影響をなくし、またコ
ンクリート充填空間に面する内筒及び仕切り壁の表面を
ストレートに形成することができるから、コンクリート
の充填作業を容易にすることができる。
(57) [Summary] [Purpose] To facilitate design changes during construction work, etc.
The construction work will be simplified to shorten the construction period, and it will be possible to install new equipment after the start of operation. [Structure] An inner cylinder 4 and an outer cylinder 5 made of steel that surround the reactor pressure vessel in a double ring shape are erected, and at the inner radius of the outer cylinder 5, concentric with both cylinders. -Shaped partition wall 12 is erected, and concrete 1 is placed between the partition wall 12 and the inner cylinder 4.
3, the space 13 between the partition wall 12 and the outer cylinder 5
In addition, a plurality of reinforcing members 14 fixed to each part of the inner surface of the outer cylinder 5
15 was provided. [Effect] The reinforcement member enables the equipment to be installed at any position on the outer surface of the outer cylinder, and the presence of the space eliminates the heat effect on the concrete even after installation, and the inner cylinder facing the concrete filling space and Since the surface of the partition wall can be formed straight, the concrete filling operation can be facilitated.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は鋼板の間にコンクリートを充填してなる原子炉遮蔽壁の構造に係り、 特に外周面にパイプホイップストラクチャ等の機器が取り付けられる原子炉遮蔽 壁の構造に関する。 The present invention relates to a structure of a reactor shield wall in which steel sheets are filled with concrete, and more particularly to a structure of a reactor shield wall in which equipment such as a pipe whip structure is attached to an outer peripheral surface.

【0002】[0002]

【従来の技術】[Prior Art]

原子炉遮蔽壁は、原子炉圧力容器から放射される中性子や各種放射線を遮蔽す る目的で、該原子炉圧力容器の周囲を囲むように立設されるものであるが、剛構 造の構築物であるため、その外周面に配管支持用のパイプホィップストラクチャ 等が取り付けられる。 The reactor shielding wall is erected to surround the reactor pressure vessel for the purpose of shielding neutrons and various radiation emitted from the reactor pressure vessel. Therefore, a pipe whip structure or the like for supporting the pipe is attached to the outer peripheral surface thereof.

【0003】 図4及び図5は従来の原子炉遮蔽壁の例を示している。この原子炉遮蔽壁1は 、原子炉圧力容器2を支持する原子炉ペデスタル3の上に、原子炉圧力容器2の 周囲を二重リング状に囲む鋼製の内筒4と外筒5とを複数の縦リブ6により連結 した状態に立設するとともに、これら両筒4・5の間にコンクリート7を充填し て一体化した構造とされ、鋼板4・5とコンクリート7とでγ線や中性子線等の 遮蔽を行なうとともに、外筒5の外周面にパイプホィップストラクチャ等を取り 付けるようになっている。なお、図4及び図5は原子炉圧力容器2から突出する ノズル8の付近を示しており、該ノズル8を挿通する窓9が形成され、該窓9に ノズル8と原子炉遮蔽壁1との間を閉塞する開閉自在なシールドプラグ10が設 けられている。4 and 5 show an example of a conventional reactor shield wall. The reactor shield wall 1 includes a steel inner cylinder 4 and an outer cylinder 5 that surround the reactor pressure vessel 2 in a double ring shape on a reactor pedestal 3 that supports the reactor pressure vessel 2. The vertical ribs 6 are connected to each other in a standing manner, and concrete 7 is filled between the two cylinders 4 and 5 to form an integrated structure. Gamma rays and neutrons are formed between the steel plates 4 and 5 and the concrete 7. In addition to shielding wires and the like, a pipe whip structure or the like is attached to the outer peripheral surface of the outer cylinder 5. 4 and 5 show the vicinity of the nozzle 8 projecting from the reactor pressure vessel 2, and a window 9 for inserting the nozzle 8 is formed, and the window 8 is provided with the nozzle 8 and the reactor shield wall 1. An openable and closable shield plug 10 that closes the gap is provided.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかしながら、外筒5の外周面にパイプホイップストラクチャ等を溶接により 固定する場合に、その固定部分における外筒5の裏面に予め補強部材を設けてお く必要がある。このため、原子炉遮蔽壁1の設計段階において、その外周面に取 り付けられるすべての機器の配置や大きさ等が判明している必要があり、建設作 業開始後に設計変更することは実質的に不可能であった。そして、このような補 強部材の存在、特に水平方向に沿う補強部材の存在によりコンクリート充填時に エアポケットが残存し易く、充填管理が煩雑になる結果、工期が長くなる傾向に あった。また、原子炉の運転開始後に外筒5の外周部に新たに機器を取り付ける ことは、溶接によりコンクリートの熱劣化が生じるため実質的に不可能であった 。 However, when a pipe whip structure or the like is fixed to the outer peripheral surface of the outer cylinder 5 by welding, it is necessary to previously provide a reinforcing member on the back surface of the outer cylinder 5 at the fixed portion. For this reason, it is necessary to know the layout and size of all equipment to be attached to the outer peripheral surface of the reactor shield wall 1 at the design stage. Was impossible. The presence of such reinforcing members, particularly the presence of reinforcing members along the horizontal direction, tend to leave air pockets during concrete filling, which complicates filling management, resulting in a longer construction period. In addition, it was practically impossible to newly install equipment on the outer peripheral portion of the outer cylinder 5 after the start of the operation of the nuclear reactor because the heat deterioration of the concrete caused by welding.

【0005】 本考案は前記課題を有効に解決するもので、建設作業中等における設計変更を 容易にするとともに、建設作業を簡略にして工期の短縮を図り、かつ、運転開始 後の新たな機器の取り付けをも可能にすることを目的とする。The present invention effectively solves the above problems, and facilitates design changes during construction work, simplifies construction work, and shortens the construction period. The purpose is to enable mounting.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、原子炉圧力容器の周囲を二重リング状に囲む鋼製の内筒と外筒とを 立設するとともに、外筒の半径内方位置に、両筒と同心状の筒状に仕切り壁を立 設し、該仕切り壁と内筒との間にコンクリートを充填し、仕切り壁と外筒との間 の空間部に、外筒内面の各部に固着した複数の補強部材を設けたことを特徴とす る。 In the present invention, a steel inner cylinder and an outer cylinder that surround the reactor pressure vessel in a double ring shape are erected, and at the inner position of the radius of the outer cylinder, a concentric cylinder is formed with both cylinders. A partition wall was erected, concrete was filled between the partition wall and the inner cylinder, and a plurality of reinforcing members fixed to each part of the inner surface of the outer cylinder were provided in the space between the partition wall and the outer cylinder. It is characterized by

【0007】[0007]

【作用】[Action]

本考案の構造とすることにより、コンクリート充填空間に面する内筒と仕切り 壁との表面をストレートに形成することができ、その間へのコンクリート充填作 業を円滑に行なうことができる。また、外筒の外周面にパイプホイップストラク チャ等の機器を取り付ける場合には、外筒内面の各部に補強部材が設けられてい るから、該補強部材が機器の取り付け位置の裏面に配置されて、その補強をする ことができる。しかも、外筒自体も、その裏面に設けられた補強部材により機械 的強度が向上する。そして、この外筒の裏面は空間部となっているから、原子炉 遮蔽壁の建設後に機器等を取り付ける場合でも、コンクリートへの熱影響は生じ ないものである。 With the structure of the present invention, the surfaces of the inner cylinder and the partition wall facing the concrete filling space can be formed straight, and the concrete filling operation between them can be smoothly performed. In addition, when a device such as a pipe whip structure is attached to the outer peripheral surface of the outer cylinder, a reinforcing member is provided on each part of the inner surface of the outer cylinder. , It can be reinforced. Moreover, the mechanical strength of the outer cylinder itself is improved by the reinforcing member provided on the back surface thereof. And since the back surface of this outer cylinder is a space, even if equipment etc. are installed after the construction of the reactor shielding wall, there is no thermal effect on the concrete.

【0008】[0008]

【実施例】【Example】

以下、本考案における原子炉遮蔽壁の構造の一実施例を図1ないし図3に基づ いて説明する。図中、図4及び図5の従来例と共通部分荷は同一符号を付して説 明を省略する。 該原子炉遮蔽壁11は、原子炉ペデスタル3の上に、多数の鋼板を溶接等によ り連結してなる内筒4と外筒5とが、原子炉圧力容器2の周囲を囲む二重リング 状に立設されるとともに、これら内筒4と外筒5との間を連結する複数の縦リブ 6が放射状に設けられており、かつ、外筒5の半径内方位置に、各縦リブ6の間 を連結するように配置されて全体として両筒4・5と同心状の筒状に仕切り壁1 2が立設されている。そして、該仕切り壁12と内筒4との間に、これら仕切り 壁12、内筒4及び縦リブ6により囲まれた横断面扇形の各空間を埋めるように コンクリート7が充填されている。 An embodiment of the structure of the reactor shield wall according to the present invention will be described below with reference to FIGS. In the figure, the same parts as those of the conventional example shown in FIGS. 4 and 5 are designated by the same reference numerals and the description thereof will be omitted. The reactor shield wall 11 includes a reactor pedestal 3, an inner cylinder 4 and an outer cylinder 5, which are formed by connecting a number of steel plates by welding or the like. The inner cylinder 4 and the outer cylinder 5 surround the circumference of the reactor pressure vessel 2. A plurality of vertical ribs 6 are provided upright in a ring shape and connect between the inner cylinder 4 and the outer cylinder 5 in a radial manner, and each of the vertical ribs is located at a position radially inward of the outer cylinder 5. A partition wall 12 is erected so as to connect between the ribs 6 and to have a cylindrical shape that is concentric with both the cylinders 4 and 5 as a whole. Then, between the partition wall 12 and the inner cylinder 4, concrete 7 is filled so as to fill each space having a fan-shaped cross section surrounded by the partition wall 12, the inner cylinder 4 and the vertical ribs 6.

【0009】 一方、仕切り壁12と外筒5との間は空間部13のまま残され、該空間部13 に、外筒5内面に固着した複数の補強部材14・15が設けられている。該補強 部材14・15は、例えば水平方向に沿うフラットバー14と、縦リブ6に平行 な垂直方向に沿うカットティ15とからなり、全体として図3に示す碁盤目状を なすように水平方向及び垂直方向に一定間隔をおいて整列状態に設けられている 。このうち、垂直方向に沿うカットティ15は、そのフランジ15aが仕切り壁 12の外面にまで到達し、該仕切り壁12と外筒5との間を連結している。また 、フラットバー14は仕切り壁12との間に若干の間隙をおいて設けられている とともに、縦リブ6およびカットティ15との接合部付近には切欠16が設けら れて、これらカットティ15等に囲まれる密閉空間が生じないように配慮されて いる。On the other hand, a space 13 is left between the partition wall 12 and the outer cylinder 5, and the space 13 is provided with a plurality of reinforcing members 14 and 15 fixed to the inner surface of the outer cylinder 5. The reinforcing members 14 and 15 are composed of, for example, a flat bar 14 extending in the horizontal direction and a cut tee 15 extending in the vertical direction parallel to the vertical ribs 6, and are arranged in the horizontal direction so as to form a grid pattern shown in FIG. 3 as a whole. Also, they are provided in an aligned state at regular intervals in the vertical direction. Of these, the cut tee 15 along the vertical direction has its flange 15a reaching the outer surface of the partition wall 12 and connecting the partition wall 12 and the outer cylinder 5. Further, the flat bar 14 is provided with a slight gap between it and the partition wall 12, and a notch 16 is provided in the vicinity of the joint with the vertical rib 6 and the cut tee 15. Care is taken not to create a closed space surrounded by 15 etc.

【0010】 なお、符号17は外筒5の外周面に付近に配管18を支持するためのサポート 部材であり、符号19は原子炉遮蔽壁11の上方を覆う天板である。Reference numeral 17 is a support member for supporting the pipe 18 near the outer peripheral surface of the outer cylinder 5, and reference numeral 19 is a top plate that covers the upper portion of the reactor shielding wall 11.

【0011】 このような構造を有する原子炉遮蔽壁11を建設する場合は、原子炉ペデスタ ル2の上に内筒4及び外筒5を二重リング状に立設して、これら両筒4・5を縦 リブ6により一体に連結しておき、外筒5の内面に補強部材14・15を溶接す る。このとき、カットティ15を半径方向内方に向けて設けて、その先端のフラ ンジ15aを内筒4と平行に配置しておき、そのフランジ15aを裏当て金とす るように、その上で溶接しながら各縦リブ6の間に仕切り壁12を連結する。When constructing the reactor shielding wall 11 having such a structure, the inner cylinder 4 and the outer cylinder 5 are erected on the reactor pedestal 2 in a double ring shape, and both cylinders 4 are 5 are integrally connected by the vertical ribs 6, and the reinforcing members 14 and 15 are welded to the inner surface of the outer cylinder 5. At this time, the cut tee 15 is provided inward in the radial direction, and the flange 15a at the tip thereof is arranged in parallel with the inner cylinder 4, and its flange 15a is used as a backing plate. The partition wall 12 is connected between the vertical ribs 6 while welding.

【0012】 次いで、仕切り壁12、内筒4及び縦リブ6で囲まれた横断面扇形の各空間内 にコンクリート7を充填し、上方を天板19により閉塞する。この充填作業はこ れら内筒4、仕切り壁12、縦リブ6表面が上下にストレート状に形成されてい るため、エアポケットが生じることなく円滑に充填作業を行なうことができ、原 子炉遮蔽壁11の下端から上端まで1回で充填することができる。Next, concrete 7 is filled in each space having a fan-shaped cross section surrounded by the partition wall 12, the inner cylinder 4, and the vertical ribs 6, and the top is closed by a top plate 19. Since the surface of the inner cylinder 4, the partition wall 12, and the vertical ribs 6 are formed vertically straight in this filling operation, the filling operation can be performed smoothly without air pockets and the nuclear reactor. It is possible to fill the shielding wall 11 from the lower end to the upper end at one time.

【0013】 このように構築した原子炉遮蔽壁11の外周部にパイプホイップストラクチャ 等の機器を取り付ける場合は、その外筒5に機器あるいは図2に示すようなサポ ート部材17を直接溶接により取り付けることができる。すなわち、これら機器 の取り付け部やサポート部材17を外筒5の外周面に当設すると、該外筒5の内 面には縦横に補強部材14・15が設けられているので、これら補強部材14・ 15の一部が必ず機器等の取り付け位置の裏面に配置されることになり、この補 強部材14・15により機器等の支持を確実かつ強固なものとすることができる 。もちろん、外筒5自体も縦横に配置した補強部材14・15により十分な補強 がなされ、これら機器等を強固に支持することができる。When a device such as a pipe whip structure is attached to the outer peripheral portion of the reactor shielding wall 11 constructed in this way, the device or the support member 17 as shown in FIG. Can be installed. That is, when the mounting portion of these devices and the support member 17 are placed on the outer peripheral surface of the outer cylinder 5, the reinforcing members 14 and 15 are provided on the inner surface of the outer cylinder 5 in the vertical and horizontal directions. Since a part of 15 is always arranged on the back surface of the mounting position of the device or the like, the reinforcing members 14 and 15 can surely and firmly support the device or the like. Of course, the outer cylinder 5 itself is also sufficiently reinforced by the reinforcing members 14 and 15 arranged vertically and horizontally, so that these devices and the like can be firmly supported.

【考案の効果】[Effect of the device]

以上説明したように、本考案における原子炉遮蔽壁の構造によれば、次のよう な効果を奏することができる。 (1)外筒の外周面にパイプホイップストラクチャ等の機器を取り付ける場合に は、外筒内面の各部に補強部材が設けられているから、該補強部材が機器の取り 付け位置の裏面に配置されて、その補強をすることができ、任意の位置への付け を可能として設計変更にも容易に対応できる。また、外筒自体も、その裏面に設 けられた補強部材により機械的強度が向上し、機器の支持を確実かつ強固にする ことができる。 (2)外筒の裏面は空間部となっているから、原子炉遮蔽壁の建設後に機器等を 溶接により取り付ける場合でも、コンクリートへの熱影響が生じなく、改造工事 等を容易にすることができる。 (3)コンクリート充填空間に面する内筒と仕切り壁との表面には水平方向に沿 う補強部材を設ける必要がないので、これら内筒及び仕切り壁の表面をストレー トに形成することができ、その間へのコンクリート充填作業を円滑に行なうこと ができる。 As described above, according to the structure of the reactor shield wall in the present invention, the following effects can be obtained. (1) When a device such as a pipe whip structure is attached to the outer peripheral surface of the outer cylinder, a reinforcing member is provided on each part of the inner surface of the outer cylinder, so that the reinforcing member is arranged on the back surface of the mounting position of the device. Therefore, it can be reinforced, and it can be attached to any position, and it can easily respond to design changes. The mechanical strength of the outer cylinder itself is also improved by the reinforcing member provided on the back surface thereof, so that the device can be reliably and firmly supported. (2) Since the back surface of the outer cylinder is a space, even if equipment etc. are attached by welding after the construction of the reactor shield wall, there is no heat effect on the concrete and the remodeling work etc. can be facilitated. it can. (3) Since it is not necessary to provide a reinforcing member along the horizontal direction on the surfaces of the inner cylinder facing the concrete filling space and the partition wall, the surface of the inner cylinder and the partition wall can be formed straight. Therefore, the concrete filling work in the meantime can be performed smoothly.

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

【図1】本考案における原子炉遮蔽壁の構造の一実施例
を示すもので、その一部の横断面図である。
FIG. 1 shows an embodiment of the structure of a reactor shield wall according to the present invention, and is a partial cross-sectional view thereof.

【図2】一実施例の縦断面図である。FIG. 2 is a vertical sectional view of one embodiment.

【図3】図2のA−A線に沿う矢視図である。FIG. 3 is a view taken along the line AA in FIG.

【図4】従来の原子炉遮蔽壁の構造例を示す縦断面図で
ある。
FIG. 4 is a vertical cross-sectional view showing a structural example of a conventional reactor shield wall.

【図5】図4のB−B線に沿う矢視図である。5 is a view taken along the line BB in FIG.

【符号の説明】 2 原子炉圧力容器 3 原子炉ペデスタル 4 内筒 5 外筒 6 縦リブ 7 コンクリート 11 原子炉遮蔽壁 12 仕切り壁 13 空間部 14 フラットバー(補強部材) 15 カットティ(補強部材) 15a フランジ 16 切欠 17 サポート部材 18 配管 19 天板[Explanation of symbols] 2 Reactor pressure vessel 3 Reactor pedestal 4 Inner cylinder 5 Outer cylinder 6 Vertical ribs 7 Concrete 11 Reactor shielding wall 12 Partition wall 13 Space portion 14 Flat bar (reinforcing member) 15 Cut tee (reinforcing member) 15a Flange 16 Notch 17 Support member 18 Piping 19 Top plate

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 原子炉圧力容器の周囲を二重リング状に
囲む鋼製の内筒と外筒とを立設するとともに、外筒の半
径内方位置に、両筒と同心状の筒状に仕切り壁を立設
し、該仕切り壁と内筒との間にコンクリートを充填し、
仕切り壁と外筒との間の空間部に、外筒内面の各部に固
着した複数の補強部材を設けたことを特徴とする原子炉
遮蔽壁の構造。
1. A steel inner cylinder and an outer cylinder that surround the reactor pressure vessel in a double ring shape are erected, and a cylindrical shape concentric with both cylinders is located inside the outer cylinder. A partition wall is erected on the wall, and concrete is filled between the partition wall and the inner cylinder.
A structure of a nuclear reactor shielding wall, characterized in that a plurality of reinforcing members fixed to respective parts of the inner surface of the outer cylinder are provided in a space portion between the partition wall and the outer cylinder.
JP002010U 1991-01-25 1991-01-25 Structure of reactor shield wall Withdrawn JPH0571798U (en)

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JP002010U JPH0571798U (en) 1991-01-25 1991-01-25 Structure of reactor shield wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP002010U JPH0571798U (en) 1991-01-25 1991-01-25 Structure of reactor shield wall

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JPH0571798U true JPH0571798U (en) 1993-09-28

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Effective date: 19950518