JPH026038B2 - - Google Patents

Info

Publication number
JPH026038B2
JPH026038B2 JP56015849A JP1584981A JPH026038B2 JP H026038 B2 JPH026038 B2 JP H026038B2 JP 56015849 A JP56015849 A JP 56015849A JP 1584981 A JP1584981 A JP 1584981A JP H026038 B2 JPH026038 B2 JP H026038B2
Authority
JP
Japan
Prior art keywords
tube
pressure vessel
circular tube
wall
circular
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
JP56015849A
Other languages
Japanese (ja)
Other versions
JPS56130689A (en
Inventor
Sheeninku Yosefu
Shubiiaazu Hansuugeorogu
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.)
HOTSUHOTENPERATOORU REAKUTOORUBAU GmbH
Original Assignee
HOTSUHOTENPERATOORU REAKUTOORUBAU GmbH
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 HOTSUHOTENPERATOORU REAKUTOORUBAU GmbH filed Critical HOTSUHOTENPERATOORU REAKUTOORUBAU GmbH
Publication of JPS56130689A publication Critical patent/JPS56130689A/en
Publication of JPH026038B2 publication Critical patent/JPH026038B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G21NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21CNUCLEAR REACTORS
    • G21C13/00Pressure vessels; Containment vessels; Containment in general
    • G21C13/02Details
    • G21C13/032Joints between tubes and vessel walls, e.g. taking into account thermal stresses
    • G21C13/036Joints between tubes and vessel walls, e.g. taking into account thermal stresses the tube passing through the vessel wall, i.e. continuing on both sides of the wall
    • 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

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Plasma & Fusion (AREA)
  • General Engineering & Computer Science (AREA)
  • High Energy & Nuclear Physics (AREA)
  • Pressure Vessels And Lids Thereof (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Description

【発明の詳細な説明】 この発明は、原子炉装置のプレストレストコン
クリート圧力容器の壁体に埋設され、該圧力容器
の内部空間と外部空間との連通を可能とするリン
グ状断面の内挿管に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an inner tube with a ring-shaped cross section, which is embedded in the wall of a prestressed concrete pressure vessel of a nuclear reactor system and which enables communication between the internal space and the external space of the pressure vessel.

原子炉用のプレストレストコンクリート圧力容
器(以下圧力容器と記す)に於ては、圧力容器の
壁体を貫通するダクトに嵌込まれた内挿管が圧力
容器内部の圧力と外部の圧力との差圧によつて押
出されるのを防止することが必要であるととも
に、ダクトの内面を覆う内挿管の部分、及び該部
分と結合する部材の変形を防止することが必要で
ある。上記内挿管は上記ダクトを気密に覆うとと
もに、圧力容器内に作業員が出入したり、種々の
部材や器具や機械を搬入、搬出したりする通路と
して用いられる。内挿管の外端部に装着される蓋
は、原子炉運転中は圧力容器の内部空間が内挿管
を介して外部と連通せぬように密封する働きをな
すが、内挿管を上記のように通路として使用する
場合には、原子炉の運転を停止した後取外され
る。
In a prestressed concrete pressure vessel for a nuclear reactor (hereinafter referred to as a pressure vessel), an inner tube fitted into a duct that penetrates the wall of the pressure vessel measures the differential pressure between the pressure inside the pressure vessel and the pressure outside. It is necessary to prevent the portion of the cannula that covers the inner surface of the duct and the members connected thereto from deforming. The inner tube airtightly covers the duct and is used as a passage for workers to enter and exit the pressure vessel and for carrying in and out various members, instruments, and machines. The lid attached to the outer end of the inner tube serves to seal the internal space of the pressure vessel from communicating with the outside through the inner tube during reactor operation. When used as a passageway, it is removed after the reactor operation is stopped.

一般に上記圧力容器の建造に際しては、コンク
リートの乾燥段階でコンクリート構造に変化が起
こり、このため、圧力容器並びに該圧力容器に取
付けたライナに固着された鋼材たとえば上記内挿
管に力が作用する。また原子炉の運転中に生ずる
高圧のために圧力容器及び上記鋼材に力が作用す
るし、部材例えば内挿管を壁体に固定するために
用いるアンカボルトと内挿管との連結部に力が加
わり、該連結部に機械的損傷を招くことがある。
従つてそのような場合には、アンカボルトの機能
は低下し内挿管は圧力容器内の高い圧力により外
部に押出されるおそれがある。また原子炉の運転
が行なわれると、圧力容器の内挿管の間に温度変
化に基づく膨脹差が発生し、そのためにアンカボ
ルトの作用が損われることがある。
Generally, during the construction of the pressure vessel, changes occur in the concrete structure during the drying stage of the concrete, which causes forces to act on the pressure vessel as well as the steel attached to the liner attached to the pressure vessel, such as the inner tube. In addition, due to the high pressure generated during reactor operation, force acts on the pressure vessel and the above-mentioned steel members, and force is applied to members such as the connection between the anchor bolt and the inner tube used to fix the inner tube to the wall. , which may cause mechanical damage to the connection.
Therefore, in such a case, the function of the anchor bolt may deteriorate and the inner tube may be pushed out due to the high pressure within the pressure vessel. Furthermore, when a nuclear reactor is operated, differential expansion occurs between the inner tubes of the pressure vessel due to temperature changes, which may impair the effectiveness of the anchor bolts.

上記記載の不都合は阻止するために、種々の改
善策が考えられたが、なお十分とは言えなかつ
た。
Although various improvement measures have been considered in order to prevent the above-mentioned disadvantages, they are still not sufficient.

本発明の目的は、原子炉の圧力容器の壁体のダ
クトに装着された内挿管が、圧力容器内の高い圧
力によつて外部に押出されるのを防止するととも
に、コンクリートとライナ間の温度膨脹の差によ
る応力集中や局部的彎曲を回避できる内挿管を提
供することである。
The purpose of the present invention is to prevent an internal tube attached to a duct in the wall of a pressure vessel of a nuclear reactor from being pushed out due to the high pressure inside the pressure vessel, and to prevent the temperature between the concrete and the liner from being pushed out. It is an object of the present invention to provide an internal intubation tube that can avoid stress concentration and local curvature due to differences in expansion.

上記目的を達成するために、この発明の圧力容
器用内挿管は上記内部空間側に形成された大直径
の第1の円管部と、外部空間側に形成された小直
径の第2の円管部と、上記両円管部の間に、該両
円管部と一体的に形成され、第1の円管部から第
2の円管部に向かつて次第に小直径となり、上記
内部空間内の高圧により、内挿管に印加される外
部空間向きの力を、上記壁体に支持させる円錐形
管部と、 上記第1及び第2の円管部の表面に固着され、
上記壁体と内挿管との温度膨脹の差に因つて生じ
内挿管を湾曲させる力を、壁体に逃がして支持さ
せる複数個のアンカ部材、 から形成される。
In order to achieve the above object, the inner intubation tube for a pressure vessel of the present invention has a first circular tube portion with a large diameter formed on the inner space side, and a second circular tube portion with a small diameter formed on the outer space side. A tube portion is formed integrally with the two circular tube portions, and has a diameter that gradually decreases from the first circular tube portion to the second circular tube portion, and has a diameter within the internal space. a conical tube part that causes the wall body to support the external space-directed force applied to the inner tube by high pressure; and a conical tube part fixed to the surfaces of the first and second circular tube parts,
It is formed of a plurality of anchor members that allow the wall to support and release the force that causes the inner cannula to curve due to the difference in temperature expansion between the wall and the inner cannula.

上記内挿管の好ましい例の1つは、内挿管の、
圧力容器の内部空間に突出する端部に、上記内部
空間を気密に囲むライナに固着されるフランジを
設けることである。
One of the preferred examples of the internal intubation tube is:
The end of the pressure vessel projecting into the internal space is provided with a flange that is fixed to a liner that airtightly surrounds the internal space.

本発明によつて得られる利点は、上記内挿管に
印加される力、すなわち圧力容器の内部空間の高
圧によつて内挿管を押し出す様に作用する極めて
大きな力を、上記円錐形部すなわち支持部を介し
て、又圧力容器を形成するコンクリートと内挿管
との熱膨張の差によつて内挿管を弯曲させる様に
作用する力を上記アンカボルトを介して、圧力容
器に伝達し、支持させるようにした事である。こ
のことにより、本発明に使用する支持部が無く
て、上記両方の力をアンカボルトによつてのみ支
持する場合を比べて、アンカボルトをはるかに小
形で簡単な構造に形成できるようになつたことで
ある。
The advantage obtained by the invention is that the force applied to the cannula, i.e. the extremely large force acting to push the cannula due to the high pressure in the interior space of the pressure vessel, is transferred to the conical part or support. and the force that acts to curve the inner tube due to the difference in thermal expansion between the concrete forming the pressure vessel and the inner tube is transmitted to the pressure vessel through the anchor bolt and supported. This is what I did. As a result, the anchor bolt can be formed into a much smaller and simpler structure than when there is no support part used in the present invention and both of the above forces are supported only by the anchor bolt. That's true.

次に本発明の実施例を第1図に従つて説明す
る。第1図には原子炉に使用されるプレストレス
トコンクリート圧力容器(以下圧力容器と記す)
の壁体10の一部と、該圧力容器の内側を覆い圧
力容器の内部空間35を密閉するライナ12と、
壁体10を貫通し圧力容器の内部空間35と外部
空間36を連通する内挿管20を示す。
Next, an embodiment of the present invention will be described with reference to FIG. Figure 1 shows a prestressed concrete pressure vessel (hereinafter referred to as pressure vessel) used in a nuclear reactor.
a part of the wall 10 of the pressure vessel; a liner 12 that covers the inside of the pressure vessel and seals the internal space 35 of the pressure vessel;
An intubation tube 20 is shown passing through the wall 10 and communicating between the interior space 35 and the exterior space 36 of the pressure vessel.

内挿管20は壁体10を構成するコンクリート
の中に気密に埋設される。内挿管20は大直径の
第1の円管部31と小直径の第2の円管部33
と、上記両円管部を連結し、第1の円管部31か
ら第2の円管部33に向かつて細くなる円錐形状
24を有する円錐形管部32と、上記第1及び第
2の円管部31,33の外周に、たとえば溶接に
より該円管部のほぼ半径方向に立設されたアンカ
ボルト16から成る。第1の円管部31、第2の
円管部33及び円錐形管部32は内挿管20の中
心軸28と同軸に配置される。
The inner tube 20 is airtightly buried in concrete constituting the wall 10. The internal intubation tube 20 has a first circular tube section 31 with a large diameter and a second circular tube section 33 with a small diameter.
and a conical tube section 32 which connects the two circular tube sections and has a conical shape 24 that becomes narrower from the first circular tube section 31 to the second circular tube section 33; Anchor bolts 16 are provided on the outer peripheries of the circular tube portions 31 and 33, for example by welding, in a substantially radial direction of the circular tube portions. The first circular tube section 31, the second circular tube section 33, and the conical tube section 32 are arranged coaxially with the central axis 28 of the internal tube 20.

第1図では第1の円管部31は圧力容器内の運
転中高温高圧となつている内部空間35側(図の
左側)に配置され、第2の円管部33はほぼ常圧
下にある外部36側(図の右側)に配置されてい
る。第1の円管部31の左端にはフランジ13が
形成され、このフランジ13はライナ12に気密
に溶接されている。原子炉運転の際には、第2の
円管部33の右側に蓋30が気密に取付けられ
る。
In FIG. 1, the first circular tube section 31 is arranged on the side of the internal space 35 (on the left side of the figure) which is at high temperature and high pressure during operation in the pressure vessel, and the second circular tube section 33 is located under almost normal pressure. It is arranged on the outside 36 side (right side in the figure). A flange 13 is formed at the left end of the first circular tube section 31, and this flange 13 is hermetically welded to the liner 12. During reactor operation, the lid 30 is airtightly attached to the right side of the second circular tube section 33.

上記円錐形管部32は図には1個示されている
が、内部空間35内の圧力が非常に高い場合には
安全を考慮して複数個を、内挿管20の長手方向
に順次小直径となるように設けることができる。
又構造上及び機能上許される場合には上述のフラ
ンジ13は省略してもよい。圧力容器の内部空間
35に外部から装置、器具、部材等を出し入れ
し、又作業員を出入させるには、原子炉の運転を
停止し所定の手続き後、蓋30を取外し、内挿管
内の空間を通路として用いることができる。
One conical tube section 32 is shown in the figure, but if the pressure inside the internal space 35 is extremely high, a plurality of conical tube sections 32 may be installed in order of decreasing diameter in the longitudinal direction of the internal tube 20 for safety reasons. It can be provided so that
Further, the above-mentioned flange 13 may be omitted if structurally and functionally permitted. To take devices, instruments, members, etc. in and out of the internal space 35 of the pressure vessel from the outside, or to let workers in and out, stop the operation of the reactor, follow the prescribed procedures, remove the lid 30, and open the space inside the inner tube. can be used as a passageway.

上記実施例で明らかなように、内部空間35の
高圧に基づいて内挿管20に作用する押出し力は
円錐形管部32を介して圧力容器の壁体10に伝
達される。内挿管20の内部空間35側も端部1
4に形成されたフランジ13も押出し力を受け、
ライナを介して壁体10に伝達する。図の内挿管
20の外周に固着されたアンカーボルト16は温
度膨脹の差によつて壁体10と内挿管20との間
に生ずる局部的な弯曲や応力の集中を阻止する役
目を果す。
As is clear from the embodiment described above, the pushing force acting on the inner tube 20 due to the high pressure in the interior space 35 is transmitted via the conical tube section 32 to the wall 10 of the pressure vessel. The inner space 35 side of the internal intubation tube 20 is also the end 1
The flange 13 formed in 4 also receives extrusion force,
It is transmitted to the wall 10 via the liner. Anchor bolts 16 fixed to the outer periphery of the illustrated inner tube 20 serve to prevent local curvature and stress concentration between the wall 10 and the inner tube 20 due to differences in temperature expansion.

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

第1図は本発明の固定装置の実施例を示す内挿
管、および断面縮小部を有する圧力容器の壁体の
部分的縦断面図である。 10…壁体、12…ライナ、13…フランジ、
16…アンカボルト、20…内挿管、24…円錐
形状、28…中心軸、31…第1の円管部、32
…円錐形管部、33…第2の円管部、35…内部
空間、36…外部空間。
FIG. 1 is a partial vertical cross-sectional view of an internal tube and a wall of a pressure vessel having a reduced section, showing an embodiment of the fixation device of the present invention. 10... Wall body, 12... Liner, 13... Flange,
16... Anchor bolt, 20... Internal intubation tube, 24... Conical shape, 28... Central axis, 31... First circular tube part, 32
... Conical tube section, 33... Second circular tube section, 35... Internal space, 36... External space.

Claims (1)

【特許請求の範囲】 1 原子炉装置のプレストレストコンクリート圧
力容器の壁体に埋設され、該圧力容器の内部空間
と外部空間との連通を可能とするリング状断面の
内挿管に於いて、 該内挿管は、上記内部空間側に形成された大直
径の第1の円管部と、外部空間側に形成された小
直径の第2の円管部と、上記両円管部の間に、該
両円管部と一体的に形成され、第1の円管部から
第2の円管部に向かつて次第に小直径となり、上
記内部空間内の高圧により、内挿管に印加される
外部空間向きの力を、上記壁体に支持させる円錐
形管部と、 上記第1及び第2の円管部の表面に固着され、
上記壁体と内挿管との温度膨脹の差に因つて生じ
内挿管を湾曲させる力を、壁体に逃がして支持さ
せる複数個のアンカボルト、 から形成されることを特徴とする圧力装置用内挿
管。 2 プレストレストコンクリート圧力容器の内部
空間に突出する上記第1の円管部には、該圧力容
器の内面を気密に覆うライナに固着されたフラン
ジが形成されていること、 を特徴とする特許請求の範囲第1項に記載の内挿
管。
[Scope of Claims] 1. In an inner tube with a ring-shaped cross section that is embedded in the wall of a prestressed concrete pressure vessel of a nuclear reactor equipment and that enables communication between the internal space and the external space of the pressure vessel, Intubation is carried out by inserting a first circular tube section with a large diameter formed on the inner space side, a second circular tube section with a small diameter formed on the outer space side, and between the two circular tube sections. It is formed integrally with both circular tube parts, and the diameter gradually becomes smaller from the first circular tube part to the second circular tube part, and the high pressure in the internal space causes the inner tube to be applied to the outer space. a conical tube portion for supporting the force on the wall; and a conical tube portion fixed to the surfaces of the first and second circular tube portions;
An inner tube for a pressure device, characterized in that it is formed of a plurality of anchor bolts that allow the wall to release and support the force that causes the inner tube to curve due to the difference in temperature expansion between the wall and the inner tube. Intubation. 2. The first circular pipe portion protruding into the internal space of the prestressed concrete pressure vessel is provided with a flange fixed to a liner that airtightly covers the inner surface of the pressure vessel. Internal intubation according to scope 1.
JP1584981A 1980-03-14 1981-02-06 Device of fixing armored tube in wall of prestressed concrete pressure vessel Granted JPS56130689A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19803009827 DE3009827A1 (en) 1980-03-14 1980-03-14 Prestressed concrete nuclear reactor pressure tank armoured tubes - have separate fixtures absorbing expulsion forces and differential expansion forces

Publications (2)

Publication Number Publication Date
JPS56130689A JPS56130689A (en) 1981-10-13
JPH026038B2 true JPH026038B2 (en) 1990-02-07

Family

ID=6097217

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1584981A Granted JPS56130689A (en) 1980-03-14 1981-02-06 Device of fixing armored tube in wall of prestressed concrete pressure vessel

Country Status (2)

Country Link
JP (1) JPS56130689A (en)
DE (1) DE3009827A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3030030A1 (en) * 1980-08-08 1982-03-25 Hochtemperatur-Reaktorbau GmbH, 5000 Köln PERFORMANCE THROUGH THE WALL OF A PRESSURE CONCRETE PRESSURE TANK

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2828973C2 (en) * 1978-07-01 1986-01-16 Hochtemperatur-Reaktorbau GmbH, 4600 Dortmund A closure device consisting of a support cover and a sealing cover for a large container lead-through

Also Published As

Publication number Publication date
DE3009827A1 (en) 1981-10-01
JPS56130689A (en) 1981-10-13

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