JPS6144273B2 - - Google Patents
Info
- Publication number
- JPS6144273B2 JPS6144273B2 JP54049124A JP4912479A JPS6144273B2 JP S6144273 B2 JPS6144273 B2 JP S6144273B2 JP 54049124 A JP54049124 A JP 54049124A JP 4912479 A JP4912479 A JP 4912479A JP S6144273 B2 JPS6144273 B2 JP S6144273B2
- Authority
- JP
- Japan
- Prior art keywords
- lower extension
- steel plates
- pressure
- pressure tube
- pipe
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 238000002955 isolation Methods 0.000 claims description 11
- 238000012423 maintenance Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- XLYOFNOQVPJJNP-ZSJDYOACSA-N Heavy water Chemical compound [2H]O[2H] XLYOFNOQVPJJNP-ZSJDYOACSA-N 0.000 description 2
- 239000002826 coolant Substances 0.000 description 2
- 239000003758 nuclear fuel Substances 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- 235000006506 Brasenia schreberi Nutrition 0.000 description 1
- 244000267222 Brasenia schreberi Species 0.000 description 1
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 1
- 239000000498 cooling water Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/16—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Supports For Pipes And Cables (AREA)
- Vibration Prevention Devices (AREA)
Description
【発明の詳細な説明】
本発明は圧力管型原子炉に係り、特に下部延長
管が長く振れやすい構造の圧力管集合体の振れを
防止するのに好適で、しかも、建設時の据付作業
性及び調芯作業性、メンテナンス時の取外し作業
性を考慮した圧力管集合体の防振板構造に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pressure tube type nuclear reactor, and is particularly suitable for preventing swinging of a pressure tube assembly having a long lower extension pipe that is prone to swinging, and also improves installation work during construction. The present invention also relates to a vibration isolation plate structure for a pressure pipe assembly that takes into account alignment workability and removal workability during maintenance.
第1図に従来の圧力管型原子炉を示す。 Figure 1 shows a conventional pressure tube reactor.
本原子炉は、減速材である重水を保有するカラ
ンドリアタンク1、放射線、熱を遮蔽する鉄水遮
蔽体2、核燃料、冷却材である軽水を保有し、カ
ランドリアタンク1及び鉄水遮蔽体2を貫通して
格子状に林立する圧力管集合体3より構成されて
いる。 This reactor consists of a calandria tank 1 that holds heavy water as a moderator, a ferrous water shield 2 that shields radiation and heat, nuclear fuel, and light water that serves as a coolant. The pressure pipe assembly 3 is made up of a pressure pipe assembly 3 that passes through the pressure pipe assembly 2 and stands in a lattice shape.
なお、圧力管集合体3は、鉄水遮蔽体2より突
き出している鉄水スリーブ4のフランジタイプの
先端部に支持ボルト5により支持(固定)されて
いる。また、支持点(固定点)より下方に延びて
いる下部延長管6には、冷却材である軽水を給水
するための入口管7―1が接続され、配置上、相
互に重なりあつた状態で接続されている。 The pressure pipe assembly 3 is supported (fixed) by a support bolt 5 to a flange-type tip of a ferrous-water sleeve 4 protruding from the ferrous-water shield 2 . In addition, an inlet pipe 7-1 for supplying light water, which is a coolant, is connected to the lower extension pipe 6 extending downward from the support point (fixed point), and due to the arrangement, they overlap each other. It is connected.
尚、冷却水は圧力管集合体内を下方より上方へ
貫流する過程で、圧力管集合体に内包されている
核燃料の核分反応により蒸気と水の2層流となり
出口管7―2より出てゆく。その後、気水分離さ
れて発電に寄与する。 In addition, in the process of flowing through the pressure tube assembly from the bottom to the top, the cooling water becomes a two-layer flow of steam and water due to the nuclear reaction of the nuclear fuel contained in the pressure tube assembly and exits from the outlet pipe 7-2. go. After that, steam and water are separated and contribute to power generation.
また、従来の圧力管型原子炉は、出力が小さく
圧力管集合体3の本数が少ないこともあり下部延
長管6の長さ(支持ボルト5で支持している位置
から下部延長管下端部まで)が短かいため振れに
くく、特に振れ防止を講じる必要はなかつた。 In addition, in conventional pressure tube reactors, the output is small and the number of pressure tube assemblies 3 is small, so the length of the lower extension tube 6 (from the position supported by the support bolt 5 to the lower end of the lower extension tube) ) was short, so it was difficult to shake, and there was no need to take any special measures to prevent shake.
しかしながら、炉の大型化をはかつた場合には
それに伴ない圧力管集合体3の本数が必然的に増
えるとともに、配管7の配置上、配管スペースL
1および配管サポートスペースL2が増加し長尺
化する傾向にある。 However, when increasing the size of the furnace, the number of pressure pipe assemblies 3 inevitably increases, and the piping space L due to the arrangement of the piping 7.
1 and the piping support space L2 tend to increase and become longer.
例えば、炉の大型化をはかるため従来炉と比較
して、圧力管集合体3の本数が約3倍にした場合
には、それに比例して下部延長管6のL1,L2
の長さもそれに比例して長尺化し振れやすい構造
なるという問題を生じる。 For example, if the number of pressure tube assemblies 3 is approximately tripled compared to a conventional furnace in order to increase the size of the furnace, L1 and L2 of the lower extension tube 6 will be
The length of the structure increases proportionally, creating a problem that the structure tends to swing easily.
本発明の目的は、圧力管型原子炉の大型化に伴
ない長尺化する下部延長管6の下方外周に2つ割
の防振板を設けることにより、良好な振れ防止を
行ない得るとともに、建設時の据付作業性、調芯
作業性及びメンテナンス時の取外し作業性を考慮
した防振板を提供することにある。 An object of the present invention is to provide good vibration prevention by providing a two-piece vibration isolation plate on the lower outer periphery of the lower extension tube 6, which is becoming longer as pressure tube reactors become larger. It is an object of the present invention to provide a vibration isolating plate that takes into consideration installation workability during construction, alignment workability, and removal workability during maintenance.
本発明は、各圧力管集合体の下部延長管の下方
外周面に溝を設け、この溝部に2つ割構造で下部
延長管の外周溝とはめ合う部分は互いに半円形を
なしているのに対し外形は四角形をなしている鋼
板を抱かせ、その2つ割鋼板の各々の両端に切欠
き部を設け更にその部分にボルト締め可能な穴を
設け両鋼板をボルトにより締め付けることにより
下部延長管に固着し、しかも隣接圧力管集合体に
取付た鋼板が相互に四角形の外形面で接触するよ
うに配列し、さらにそれらを建屋壁を介して設け
た防振板用サポートにより支持される構造にした
ことを特徴とする。 The present invention provides a groove on the lower outer circumferential surface of the lower extension tube of each pressure tube assembly, and this groove has a two-part structure, and the portions that fit into the outer circumferential groove of the lower extension tube are semicircular. On the other hand, a steel plate with a rectangular outer shape is hugged, a notch is provided at both ends of each of the two split steel plates, and a hole that can be tightened with bolts is provided in that part, and both steel plates are tightened with bolts to form a lower extension pipe. In addition, the steel plates attached to the adjacent pressure pipe aggregates are arranged so that they are in contact with each other on their square external surfaces, and are further supported by vibration isolator supports provided through the building wall. It is characterized by what it did.
第2図に本発明による防振構造の実施例の全体
図を示す。その詳細は第2図の平面図である第3
図および第2図のA部詳細図である第4図並びに
第4図の平面図である第5図に基づいて説明す
る。 FIG. 2 shows an overall view of an embodiment of the vibration isolation structure according to the present invention. The details are shown in Figure 3, which is a plan view of Figure 2.
The explanation will be made based on FIG. 4, which is a detailed view of section A in FIG. 2, and FIG. 5, which is a plan view of FIG. 4.
防振板8は、建設時の据付作業性及び調芯作業
性、メンテナンス時の取外し作業性を考慮して2
つ割構造で、しかも、下部延長管6にはめ合う部
分は互いに半円形をなしているのに対し、外形は
四角形をなしているとともに、その外形部には切
欠きを設け更に切欠き部にはボルト穴を設けた鋼
板9―1,9―2、及び2つ割の鋼板9―1,9
―2を下部延長管6の下方に設けた溝11の外周
に抱かせた状態で締め付けるボルト10より構成
される。 The vibration isolating plate 8 is designed in consideration of installation workability and centering workability during construction, and removal workability during maintenance.
It has a split structure, and while the parts that fit into the lower extension tube 6 are semicircular, the outer shape is square, and the outer shape is provided with a notch. are steel plates 9-1, 9-2 with bolt holes, and steel plates 9-1, 9 split in two.
-2 is made up of a bolt 10 that is tightened while being held in the outer periphery of a groove 11 provided below the lower extension tube 6.
次に本発明の建設時及びメンテナンス時の施工
方法について述べる。 Next, the construction method of the present invention during construction and maintenance will be described.
まず建設時の場合を以下に示す。 First, the case during construction is shown below.
建設時の場合の圧力管集合体3は、構造上第3
図に示すイ列からロ列、ハ列と順次据付けてい
く。次に圧力管集合体3を据付けていく過程での
本発明の取付方法について述べる。 The pressure pipe assembly 3 at the time of construction is structurally the third
Install in sequence from row A to row B to row C as shown in the figure. Next, the installation method of the present invention in the process of installing the pressure tube assembly 3 will be described.
まず、イ列の1の圧力管集合体3を据付後、下
部延長管6の下方に設けた溝部11に2つ割の鋼
板9―1,9―2を抱かせ、ボルト10により下
部延長管6の外周に固定する。なお、鋼板9―
1,9―2は、下部延長管6の下端部より作業員
の手が届く位置とする。 First, after installing the pressure pipe assembly 3 of row A, the two halves of the steel plates 9-1 and 9-2 are held in the groove 11 provided below the lower extension pipe 6, and the lower extension pipe is tightened with bolts 10. Fix it to the outer periphery of 6. In addition, steel plate 9-
1 and 9-2 are positioned within the reach of the worker from the lower end of the lower extension pipe 6.
次にイ列2の圧力管集合体3を据付けるととも
に、防振板9―1,9―2を既設のイ列1の圧力
管集合体3の鋼板9―1の面に合わせて、前記と
同様にイ列2の圧力管集合体3の下部延長管6の
溝11部の外周に固定する。 Next, install the pressure pipe assembly 3 of row A 2, and align the vibration isolation plates 9-1, 9-2 with the surface of the steel plate 9-1 of the existing pressure pipe assembly 3 of row A 1. Similarly, it is fixed to the outer periphery of the groove 11 of the lower extension tube 6 of the pressure tube assembly 3 in row A 2.
それにより、圧力管集合体3を支持ボルト5に
て支持している支持点からの圧力管集合体3の倒
れ等による圧力管集合体3のピツチL3のズレを
も防振板8により調整できる。 Thereby, it is possible to adjust the pitch L3 of the pressure tube assembly 3 by the vibration isolating plate 8 due to the fall of the pressure tube assembly 3 from the support point where the pressure tube assembly 3 is supported by the support bolt 5. .
以上記述した据付方法により圧力管集合体3の
全数を据付けるものとする。 All pressure tube assemblies 3 shall be installed using the installation method described above.
なお、第3図に示す最外周の圧力管集合体3の
下部延長管6に取付けた防振板8は、最外周部で
剛な建屋壁12から突き出した防振板用サポート
13にボルト14にて固定される。 The vibration isolating plate 8 attached to the lower extension pipe 6 of the outermost pressure pipe assembly 3 shown in FIG. It is fixed at.
それにより、下部延長管6の振れを防止するこ
とが出来る。 Thereby, swinging of the lower extension tube 6 can be prevented.
次にメンテナンス時の場合について述べる。 Next, we will discuss the case during maintenance.
メンテナンス時においては、放射線下の作業で
あるため、作業量を最小限にする必要がある為数
多くある圧力管集合体3の一部分の鋼板9―1,
9―2の取付け、取外しができる必要がある。そ
のため本発明では、ボルト締め構造で、しかも2
つ割可能な構造の防振板8を採用することにし
た。 During maintenance, since the work is done under radiation, it is necessary to minimize the amount of work.
9-2 must be able to be installed and removed. Therefore, in the present invention, a bolted structure is used, and two
We decided to adopt a vibration isolation plate 8 with a splittable structure.
その取外し、取付け方法を以下に述べる。 The method for removing and installing it will be described below.
(1) 格子状に林立する下部延長管6の下端部のす
きまから、工具等によりボルト10(2個)を
取外す。(1) Using a tool, remove the bolts 10 (2 pieces) from the gaps at the lower ends of the lower extension pipes 6 arranged in a grid pattern.
(2) 鋼板9―1,9―2を下方から回りの防振板
との接触がない位置まで押し上げ(その状態を
第4図の一点鎖線で示す)撤去する。(2) Push up the steel plates 9-1 and 9-2 from below to a position where there is no contact with the surrounding vibration isolation plates (this state is shown by the dashed-dotted line in Figure 4) and remove them.
このため、下部延長管6の溝部11の長さは、
鋼板9―1,9―2の厚さの2倍以上必要であ
る。 Therefore, the length of the groove 11 of the lower extension tube 6 is
It needs to be at least twice the thickness of the steel plates 9-1 and 9-2.
以上の要領でメンテナンス上必要スペースを確
保できる範囲の防振板8を取外す。 As described above, remove the vibration isolating plate 8 within the range that allows the space required for maintenance to be secured.
また、取付けの場合は、前述の逆の手順により
取付ける。 In addition, when installing, follow the above-mentioned procedure in reverse.
本発明によれば、下部延長管6の振れを防止で
きるとともに、下部延長管6の調芯及びメントナ
ンス時の防振板の8の取付け、取外しが最小限の
範囲で容易に出来る効果がある。 According to the present invention, it is possible to prevent the lower extension tube 6 from swinging out, and at the same time, it is possible to easily attach and detach the vibration isolation plate 8 within a minimum range during alignment and maintenance of the lower extension tube 6.
第1図は、従来の圧力管型原子炉の全体概略図
を示す側面断面図、第2図は、本発明による防振
構造の一実施例を示す原子炉の側面断面図、第3
図は、第2図の平面図、第4図は、第2図のA部
詳細図、第5図は、第4図の平面図である。
6……下部延長管、8……防振板、9―1……
鋼板、9―2……鋼板、10……ボルト、13…
…防振板用サポート。
FIG. 1 is a side sectional view showing an overall schematic diagram of a conventional pressure tube nuclear reactor, FIG. 2 is a side sectional view of a reactor showing an embodiment of the vibration isolation structure according to the present invention, and FIG.
These figures are a plan view of FIG. 2, FIG. 4 is a detailed view of section A in FIG. 2, and FIG. 5 is a plan view of FIG. 4. 6...Lower extension pipe, 8...Vibration isolation plate, 9-1...
Steel plate, 9-2... Steel plate, 10... Bolt, 13...
...Support for vibration isolation plate.
Claims (1)
立する圧力管集合体の防振構造において、各圧力
管集合体の下部延長管の下方外周に溝を設け、こ
の溝部に2つ割構造で下部延長管の外周溝とはめ
合う部分は互いに半円形をなしているのに対し外
形は四角形をなしている鋼板を抱かせ、その2つ
割鋼板の各々の両端に切欠き部を設け、更にその
部分にボルト締め可能な穴を設け、両鋼板をボル
トにより締めつけることにより下部延長管に固着
し、しかも、隣接圧力管集合体に取付た鋼板が相
互に四角形の外形面で接触するように配置し、さ
らにそれらを建屋壁を介して設けた防振板用サポ
ートにより支持される構造にしたことを特徴とす
る圧力管集合体の防振板構造。1. In the vibration isolation structure of pressure tube aggregates that penetrate the reactor body of a pressure tube reactor and are arranged in a lattice pattern, a groove is provided on the lower outer periphery of the lower extension pipe of each pressure tube aggregate, and this groove is divided into two parts. In the structure, the parts that fit into the outer circumferential groove of the lower extension pipe are semicircular, but the outer shape is square steel plates, and cutouts are provided at both ends of each of the two split steel plates. Furthermore, a hole is provided in that part for bolting, and by tightening both steel plates with bolts, it is fixed to the lower extension pipe, and furthermore, the steel plates attached to the adjacent pressure pipe aggregates are in contact with each other on their rectangular external surfaces. A vibration isolating plate structure for a pressure pipe assembly, characterized in that the vibration isolating plate structure is such that the vibration isolating plate supports are provided through a building wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4912479A JPS55141687A (en) | 1979-04-23 | 1979-04-23 | Vibration insulation structure for pressure pipe assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4912479A JPS55141687A (en) | 1979-04-23 | 1979-04-23 | Vibration insulation structure for pressure pipe assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55141687A JPS55141687A (en) | 1980-11-05 |
| JPS6144273B2 true JPS6144273B2 (en) | 1986-10-02 |
Family
ID=12822306
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4912479A Granted JPS55141687A (en) | 1979-04-23 | 1979-04-23 | Vibration insulation structure for pressure pipe assembly |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS55141687A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58130294U (en) * | 1982-02-26 | 1983-09-02 | 株式会社日立製作所 | Vibration isolation plate structure for pressure pipe assembly |
-
1979
- 1979-04-23 JP JP4912479A patent/JPS55141687A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55141687A (en) | 1980-11-05 |
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