JPS60188874A - Nuclear fusion device - Google Patents

Nuclear fusion device

Info

Publication number
JPS60188874A
JPS60188874A JP59046269A JP4626984A JPS60188874A JP S60188874 A JPS60188874 A JP S60188874A JP 59046269 A JP59046269 A JP 59046269A JP 4626984 A JP4626984 A JP 4626984A JP S60188874 A JPS60188874 A JP S60188874A
Authority
JP
Japan
Prior art keywords
insulating support
heat
nuclear fusion
fusion device
support leg
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.)
Granted
Application number
JP59046269A
Other languages
Japanese (ja)
Other versions
JPH0552474B2 (en
Inventor
岸本 福太郎
賀義 薮内
福永 時雄
冨田 晴彦
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.)
Mitsubishi Electric Corp
Original Assignee
Mitsubishi Electric 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 Mitsubishi Electric Corp filed Critical Mitsubishi Electric Corp
Priority to JP59046269A priority Critical patent/JPS60188874A/en
Publication of JPS60188874A publication Critical patent/JPS60188874A/en
Publication of JPH0552474B2 publication Critical patent/JPH0552474B2/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
    • Y02E30/10Nuclear fusion reactors

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Discharge Heating (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】 〔発明の技術分野〕 この発明は、中心柱とトロイダルコイルを有する核融合
装置に関し、特にその耐震構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a nuclear fusion device having a central column and a toroidal coil, and particularly to its earthquake-resistant structure.

〔従来技術〕[Prior art]

第1図は従来のこの種の核融合装置の一例を示す断面図
であり、一般にトカマク形核融合炉と称されるものであ
る。図において、(1)は基盤、(2)は基盤(1)を
固定載置する基礎、(3)は基盤(1)上に第1の断熱
支持脚(4)を介して立設された中心柱、(5)は中心
柱(3)の回りに中心柱(3)にほとんど密着して支持
される状態で配置された複数個のトロイダルコイル、(
6)はこれらトロイダルコイル(5)を基盤(1)上に
断熱支持するトロイダルコイル用断熱支持脚である。(
7)はポロイダルコイルであり、中心柱(3〕および支
持ビーム(図示せず)により支持されている。(8)は
内部を真空に保つ真空槽である。
FIG. 1 is a sectional view showing an example of a conventional nuclear fusion device of this type, which is generally referred to as a tokamak-type fusion reactor. In the figure, (1) is the base, (2) is the base on which the base (1) is fixedly placed, and (3) is the base that is erected on the base (1) via the first heat-insulating support leg (4). The central pillar (5) is a plurality of toroidal coils arranged around the central pillar (3) so as to be almost closely supported by the central pillar (3).
6) is a heat insulating support leg for toroidal coils that supports these toroidal coils (5) on the base (1) in a heat insulating manner. (
7) is a poloidal coil, which is supported by a central column (3) and a support beam (not shown). (8) is a vacuum chamber that maintains a vacuum inside.

次に動作について説明する。核融合によってトロイダル
コイル(5)内に生じた例えば重水素などのプラズマを
、トロイダルコイル(5)に通電することによりトロイ
ダルコイル(5)内に封じ込め、ポロイダルコイル(7
)により位置制御する。プラズマを熱エネルギーとして
取り出す構成は省略している。
Next, the operation will be explained. Plasma such as deuterium generated in the toroidal coil (5) by nuclear fusion is confined within the toroidal coil (5) by energizing the toroidal coil (5).
) to control the position. The configuration for extracting plasma as thermal energy is omitted.

以上のように動作する核融合装置においては、中心柱(
3)およびトロイダルコイル(5)を支える断熱支持脚
(4)、(6)は共に、極低温の中心柱(3)およびト
ロイダルコイル(5)と常温の基盤(1)とを断熱接合
する必要から、断熱性の高い材料を用いた断熱構造が採
用されている。しかしながらこの断熱構造は、その断熱
特性を優先し過ぎると支持のための機械的強度と剛性が
損われるので、断熱および支持の両特性がほぼ満たされ
るように設計されていた。
In a nuclear fusion device that operates as described above, the central column (
3) and the insulating support legs (4) and (6) that support the toroidal coil (5), it is necessary to insulate and connect the cryogenic center column (3) and toroidal coil (5) to the normal temperature base (1). Since then, a heat-insulating structure using highly heat-insulating materials has been adopted. However, this heat insulating structure was designed so that both the heat insulating and supporting properties were approximately satisfied, since if too much priority was given to the heat insulating properties, the mechanical strength and rigidity for support would be impaired.

従来の核融合装置は以上のように構成されているので、
地震などを受けると、中心柱(3)およびトロイダルコ
イル(5)に発生する慣性力によって、これらを支える
断熱支持脚(4) 、 (e)はせん断を受け、過大な
応力の発生が予想される。この応力を下げるにはこれら
断熱支持脚(4) 、 ’ (6)の剛性を高めること
が効果的であるが、前述した断熱性の要求から現在の構
造では十分剛性を高めることは困難である。したがって
、従来の装置ではトロイダルコイル(5)を支持するた
めの補強構造を追加するなどして耐震性能を確保してお
り、このため構造が複雑になる上にコスト高になるなど
の欠点を有していた。
Conventional nuclear fusion devices are configured as described above, so
In the event of an earthquake, the insulating support legs (4) and (e) that support the central column (3) and toroidal coil (5) will be subjected to shear due to the inertial force generated in the central column (3) and toroidal coil (5), and excessive stress is expected to occur. Ru. In order to reduce this stress, it is effective to increase the rigidity of these heat insulating support legs (4) and ' (6), but it is difficult to sufficiently increase the rigidity with the current structure due to the above-mentioned heat insulation requirements. . Therefore, in conventional devices, seismic performance is ensured by adding a reinforcing structure to support the toroidal coil (5), which has disadvantages such as a complicated structure and high cost. Was.

〔発明の概要〕[Summary of the invention]

この発明は以上のような従来のものの欠点を除去するた
めになされたもので、中心柱の底面で上記中心柱の軸方
向に設けられた第1の断熱支持脚と、上記中心柱の側面
で上記中心柱の径方向に設けられた第2の断熱支持脚を
備えることにより、高い耐震性が確保できる核融合装置
を提供することを目的としている。
This invention was made in order to eliminate the drawbacks of the conventional ones as described above, and includes a first heat-insulating support leg provided on the bottom surface of the center column in the axial direction of the center column, and a first heat-insulating support leg provided on the bottom surface of the center column in the axial direction of the center column, and It is an object of the present invention to provide a nuclear fusion device that can ensure high earthquake resistance by providing second heat-insulating support legs provided in the radial direction of the central column.

〔発明の詳細な説明〕[Detailed description of the invention]

以下、この発明の一実施例を図をもとに説明する。第2
図はこの発明の一実施例による核融合装置を示す断面図
、第8図は第2図の一部を拡大して示す断面図、第4図
は第2図に示す核融合装置の一部を拡大して示す平面図
である。図において、(2)〜(8)は上記従来装置と
全く同一のものである。
An embodiment of the present invention will be described below with reference to the drawings. Second
The figure is a sectional view showing a nuclear fusion device according to an embodiment of the present invention, FIG. 8 is a sectional view showing an enlarged part of FIG. 2, and FIG. 4 is a part of the nuclear fusion device shown in FIG. 2. FIG. In the figure, (2) to (8) are exactly the same as the conventional device described above.

ただし、基盤(11はその中央に円形の凹部(1a)を
有している。中心柱(3)はこの凹部(1a)にその一
部を挿入し、その底面と基盤凹部(1a)との間に軸方
向に設けられた第1の断熱支持脚(4)と、その側面と
これと対向する基盤四部(1a)の側面との間に径方向
に放射状に設けられた第2の断熱支持脚(9)とにより
基盤(1)上に立設支持されている。また、第4図から
明らかなように、この例では第1の断熱支持脚(4)は
中心柱(3)の軸の回りに4個、第2の断熱支持脚(9
)は中心柱(3)の径方向に中心柱(3)に沿って等間
隔で16個、それぞれ配置されている。
However, the base (11) has a circular recess (1a) in its center.A part of the central column (3) is inserted into this recess (1a), and the bottom surface and the base recess (1a) are connected. A first heat insulating support leg (4) provided in the axial direction therebetween, and a second heat insulating support provided radially in the radial direction between the side surface of the first heat insulating support leg (4) and the side surface of the four base parts (1a) facing therebetween. It is erected and supported on the base (1) by the legs (9).As is clear from Fig. 4, in this example, the first heat-insulating support leg (4) 4 around the second insulated support leg (9
) are arranged at equal intervals along the center column (3) in the radial direction of the center column (3).

なお第1.第2の断熱支持脚(4)、(9)はどちらも
、断熱構造とするため、例えばステンレスとCFRP(
カーボン繊維強化プラスチック)を交互に数十段積層し
た円柱形状のものが用いられ、圧縮荷重に対して十分な
強度と剛性を有する。
Note that the first thing. The second heat-insulating support legs (4) and (9) are both made of, for example, stainless steel and CFRP (
A cylindrical structure made of several tens of layers of carbon fiber reinforced plastic (carbon fiber reinforced plastic) is used, and has sufficient strength and rigidity to withstand compressive loads.

次に動作について主に耐震機能にポイントを置いて説明
する。地震などにより中心柱(3)とトロイダルコイル
(5)に慣性力が発生し、これらを支持する断熱支持脚
(4)16)に大きな外力が作用しても、中心柱(3)
の径方向に設けられた第2の断熱支持脚(9)がこの外
力を受け止め、他の断熱支持脚(4)i6)に過大なせ
ん断力が作用するのを防止することができる。またこの
実施例によると、凹部(1a)を有する基盤(1〕を用
い、この凹部(1a)に中心柱(3)の一部を挿入して
いるので、トロイダルコイル(5)を直接基盤(1)上
に支持するトロイダルコイル用断熱支持脚(6)の高さ
が必然的に低くなり、この断熱支持脚(6)の径方向の
剛性が等測的に向上する。したがって、より高い耐震性
が確保される。
Next, we will explain its operation, focusing mainly on earthquake-resistant functions. Even if an inertial force is generated in the center column (3) and the toroidal coil (5) due to an earthquake, etc., and a large external force acts on the insulating support legs (4) 16) that support them, the center column (3)
The second heat-insulating support leg (9) provided in the radial direction can receive this external force and prevent excessive shearing force from acting on the other heat-insulating support leg (4) i6). Furthermore, according to this embodiment, a base (1) having a recess (1a) is used, and a part of the center column (3) is inserted into this recess (1a), so that the toroidal coil (5) is directly connected to the base (1). 1) The height of the insulating support leg (6) for the toroidal coil supported above is necessarily lower, and the radial rigidity of this insulating support leg (6) is isometrically improved.Therefore, higher seismic resistance is achieved. gender is ensured.

なお、上記実施例では凹部(1a)を有する基盤(1)
を用い、この凹部(1a)の側面と中心柱(3)の側面
との間に第2の断熱支持脚(9)を設けた場合について
説明したが、第6図にその一部を拡大して示すように基
盤(1)の凸部にさらに突出した支持台OQを設け、こ
の支持台QOと中心柱(3)の側面との間に第2の断熱
支持脚(9)を介在させてもよい。また、第6図に示す
ように、平たんな基盤(1)に支持台αQを設けて、こ
の支持台OQと中心柱(3)の側面との間に第2の断熱
支持脚(9)を介在させた場合でも上記実施例と同様の
効果が得られる。ただし、支持台C1iは中心柱(3)
の回りを囲むリング状のものであってもよいし、例えば
四角柱の支持台Q0を中心柱(3)の回りに複数個配置
してもよい。
In addition, in the above embodiment, the base (1) having the recess (1a)
We have explained the case where the second heat-insulating support leg (9) is provided between the side of this recess (1a) and the side of the center column (3) using As shown in Figure 1, a support stand OQ is provided on the convex part of the base (1), and a second heat-insulating support leg (9) is interposed between this support stand QO and the side surface of the center column (3). Good too. In addition, as shown in FIG. 6, a support stand αQ is provided on the flat base (1), and a second heat-insulating support leg (9) is provided between this support stand OQ and the side surface of the center column (3). Even when intervening, the same effects as in the above embodiment can be obtained. However, the support stand C1i is the center pillar (3)
It may be a ring-shaped thing surrounding the central pillar (3), or for example, a plurality of quadrangular prism support stands Q0 may be arranged around the central pillar (3).

また、上記実施例では円柱形状の第1の断熱支持脚(4
)を中心柱(3)の軸の回りに4個、円柱形状の第2の
断熱支持脚(9)を中心柱(3)の径方向に中心柱(3
)に沿って等間隔で16個、それぞれ配置した場合につ
いて示したが、断熱支持脚(41,(9)の形状は円柱
形状に限るものではなく、例えば四角柱などであっても
よい。またそれらの配置および数もこの例に限るもので
はない。例えば第1の断熱支持脚(4)として、軸方向
に積層されたリング状のものを1個、軸を取り囲むよう
に配置してもよい。
Further, in the above embodiment, the first heat insulating support leg (4
) around the axis of the center column (3), and four cylindrical second heat-insulating support legs (9) are attached to the center column (3) in the radial direction of the center column (3).
), but the shape of the heat insulating support legs (41, (9) is not limited to a cylindrical shape, and may be, for example, a square prism. Their arrangement and number are not limited to this example either. For example, as the first heat insulating support leg (4), one ring-shaped one stacked in the axial direction may be arranged so as to surround the shaft. .

〔発明の効果〕〔Effect of the invention〕

以上のように、この発明によれば、中心柱の底面で上記
中心柱の軸方向に設けられた第1の断熱支持脚と、上記
中心柱の側面で上記中心柱の径方向に設けられた第2の
断熱支持脚を備えたので、高い耐展性を有する核融合装
置が得られる効果がある。
As described above, according to the present invention, the first heat-insulating support leg is provided on the bottom surface of the center column in the axial direction of the center column, and the first heat insulating support leg is provided on the side surface of the center column in the radial direction of the center column. Since the second heat-insulating support leg is provided, there is an effect that a nuclear fusion device having high expansion resistance can be obtained.

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

第1図は従来の核融合装置を示す断面図、第2図はこの
発明の一実施例による核融合装置を示す断面図、第8図
は第2図の一部を拡大して示す断面図、第4図は第2図
に示す核融合装置の一部を拡大して示す平面図、第5図
、第6図はそれぞれこの発明の他の実施例による核融合
装置の一部を拡大して示す断面図である。 図において、(1)は基盤、(1a)は凹部、(2)は
基礎、(3)は中心柱、(4)は第1の断熱支持脚、(
5)はトロイダルコイル、(6)はトロイダルコイル用
断熱支持脚、(7)はポロイダルコイル、(8)は真空
槽、(9)は第2の断熱支持脚である。 なお、図中同一符号は同一または相当部分を示すものと
する。 代理人 大岩増雄 第1図 第2図 第3図 第4図
FIG. 1 is a sectional view showing a conventional nuclear fusion device, FIG. 2 is a sectional view showing a nuclear fusion device according to an embodiment of the present invention, and FIG. 8 is a sectional view showing a part of FIG. 2 on an enlarged scale. , FIG. 4 is a plan view showing an enlarged part of the nuclear fusion device shown in FIG. 2, and FIGS. FIG. In the figure, (1) is the base, (1a) is the recess, (2) is the foundation, (3) is the center column, (4) is the first insulation support leg, (
5) is a toroidal coil, (6) is a heat insulating support leg for the toroidal coil, (7) is a poloidal coil, (8) is a vacuum chamber, and (9) is a second heat insulating support leg. Note that the same reference numerals in the figures indicate the same or corresponding parts. Agent Masuo Oiwa Figure 1 Figure 2 Figure 3 Figure 4

Claims (4)

【特許請求の範囲】[Claims] (1)基盤上に断熱支持脚を介して立設された中心柱と
、この中心柱の回りに配置された複数個のトロイダルコ
イルを有する核融合装置において、上記中心柱の底面で
上記中心柱の軸方向に設けられた第1の断熱支持脚と、
上記中心柱の側面で上記中心柱の径方向に設けられた第
2の断熱支持脚を備えていることを特徴とする核融合装
置。
(1) In a nuclear fusion device having a central column erected on a base via heat-insulating support legs and a plurality of toroidal coils arranged around the central column, the bottom surface of the central column a first insulating support leg provided in the axial direction of the
A nuclear fusion device comprising: second heat-insulating support legs provided on a side surface of the central column in a radial direction of the central column.
(2)第1.第2の断熱支持脚として円柱形状のものを
複数個用いている特許請求の範囲第1項記載の核融合装
置。
(2) First. The nuclear fusion device according to claim 1, wherein a plurality of cylindrical columns are used as the second heat-insulating support legs.
(3)第1の断熱支持脚としてリング形状のものを用い
ている特許請求の範囲第2項記載の核融合装置。
(3) The nuclear fusion device according to claim 2, wherein a ring-shaped first heat-insulating support leg is used.
(4)基盤に凹部を設け、この凹部に中心柱の一部を挿
入している特許請求の範囲第1項ないし第8項の何れか
に記載の核融合装置。
(4) The nuclear fusion device according to any one of claims 1 to 8, wherein a recess is provided in the base, and a part of the central column is inserted into the recess.
JP59046269A 1984-03-09 1984-03-09 Nuclear fusion device Granted JPS60188874A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59046269A JPS60188874A (en) 1984-03-09 1984-03-09 Nuclear fusion device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59046269A JPS60188874A (en) 1984-03-09 1984-03-09 Nuclear fusion device

Publications (2)

Publication Number Publication Date
JPS60188874A true JPS60188874A (en) 1985-09-26
JPH0552474B2 JPH0552474B2 (en) 1993-08-05

Family

ID=12742501

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59046269A Granted JPS60188874A (en) 1984-03-09 1984-03-09 Nuclear fusion device

Country Status (1)

Country Link
JP (1) JPS60188874A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56109093U (en) * 1980-01-23 1981-08-24
JPS56153896U (en) * 1980-04-18 1981-11-17
JPS57153296A (en) * 1981-03-18 1982-09-21 Hitachi Ltd Torus type nuclear fusion device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56109093U (en) * 1980-01-23 1981-08-24
JPS56153896U (en) * 1980-04-18 1981-11-17
JPS57153296A (en) * 1981-03-18 1982-09-21 Hitachi Ltd Torus type nuclear fusion device

Also Published As

Publication number Publication date
JPH0552474B2 (en) 1993-08-05

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