JPS60188681A - Supporter for pipe group bend section - Google Patents

Supporter for pipe group bend section

Info

Publication number
JPS60188681A
JPS60188681A JP59044570A JP4457084A JPS60188681A JP S60188681 A JPS60188681 A JP S60188681A JP 59044570 A JP59044570 A JP 59044570A JP 4457084 A JP4457084 A JP 4457084A JP S60188681 A JPS60188681 A JP S60188681A
Authority
JP
Japan
Prior art keywords
pipe
group
support
tube
pipes
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.)
Pending
Application number
JP59044570A
Other languages
Japanese (ja)
Inventor
雅彦 田辺
好雄 吉田
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.)
Hitachi Ltd
Original Assignee
Hitachi 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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP59044570A priority Critical patent/JPS60188681A/en
Publication of JPS60188681A publication Critical patent/JPS60188681A/en
Pending legal-status Critical Current

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  • Supports For Pipes And Cables (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】 〔発明の利用分野〕 本発明は、′a群の支持装置に係シ、特に管群を構成す
る配管本数が多い場合に管群曲管部の振動を抑制するに
好適な管群の支持装置に関する。
[Detailed Description of the Invention] [Field of Application of the Invention] The present invention relates to a support device for group 'a', and is particularly useful for suppressing vibrations in a bent pipe section of a tube group when the number of pipes constituting the tube group is large. The present invention relates to a suitable tube group support device.

〔発明の背景〕[Background of the invention]

例えば圧力管型原子炉を例にとると、燃料棒を内包し原
子炉本体に挿入されている圧力管集合体には、燃料棒か
ら生じた熱を取出す流体を導くだめの配管が各々の圧力
管に接続されている。これらの配管は、原子炉外におい
ては、据付は性及び施工性を考慮した適当な配管ピッチ
を有する管群を構成して支持されている。
For example, in a pressure tube reactor, the pressure tube assembly that contains the fuel rods and is inserted into the reactor body has pipes for guiding fluid that extracts the heat generated from the fuel rods. connected to the tube. These pipings are supported outside the reactor by forming a group of pipes having an appropriate piping pitch in consideration of ease of installation and workability.

第1図および第2図は従来の管群の曲管部の支持手段の
0I11面図および正面図を示す。これらの図に示すよ
うに、管群の支持構造物2は、配管1の動きを拘束する
ためのワイヤーあるいはUぜルト等の拘束部材3及び該
拘束部材3を爆接又はネジ止めによυ保持し、且つ該配
管1の自重等を支持するための杆板状の支持部材4及び
該支持部材4゜を固定するだめの型枠5から構成されて
いる。該型枠5は、該型枠5の周辺近傍に位置する建屋
構造物(図示せず)あるいは該建屋構造物に設置された
支持架構(図示せず)等から適当な支持装置(図示せず
)等によυ支持されることによ)、管群を支持する。
FIGS. 1 and 2 show a 0I11 plan view and a front view of a support means for a bent pipe portion of a conventional pipe group. As shown in these figures, the support structure 2 for the pipe group includes a restraining member 3 such as wire or U-selt for restraining the movement of the pipe 1, and the restraining member 3 is υ by explosion welding or screwing. It consists of a rod-shaped support member 4 for holding and supporting the weight of the pipe 1, and a frame 5 for fixing the support member 4°. The formwork 5 is connected to a suitable support device (not shown) from a building structure (not shown) located near the periphery of the formwork 5 or a support frame (not shown) installed on the building structure. ), etc. υ) to support the tube group.

第3図は、従来の管群支持構造物の他の例を示す正面図
であシ、この例では、2本のワイヤー6を配管1の外周
に巻き付け、該両ワイヤー6の両端に引張力を加えて型
枠5に固定することによシ、配管群1を拘束、支持する
構造である。
FIG. 3 is a front view showing another example of the conventional pipe group support structure. In this example, two wires 6 are wound around the outer circumference of the pipe 1, and a tensile force is applied to both ends of the wires 6. This structure restrains and supports the pipe group 1 by adding and fixing it to the formwork 5.

gi、第z図及び第3図に示す従来の管群支持構造物は
、据付性及び細工性、また、該配管4に対する支持効果
等を考慮し、第1図に示されるように、型枠5が配g1
の軸方向に対し90°になるよう設置されている。従っ
て、管群の曲管部近傍に適用した場合、第1図に示され
るように、管群の最内周の配管群と最外周の配管群とで
は、曲管部から支持構造物2による管の支持点までの間
の配管中心軸線に沿った距離が各々11及びt2(tx
<tx)と異なることになる。
The conventional pipe group support structure shown in FIG. gi, FIG. z, and FIG. 5 is assigned g1
It is installed at an angle of 90° to the axial direction. Therefore, when applied near the bent pipe part of a pipe group, as shown in FIG. The distances along the center axis of the pipe to the support point of the pipe are 11 and t2 (tx
<tx).

ところで上記寸法t1及び該管群における隣接する配管
の中心軸線間距離dは、配管の据付、施工性あるいは該
管群支持構造物等の据付、施工性から、最小限界寸法が
決定される。従って、例えば圧力管型原子炉の出力の大
型化に伴ない、燃料棒の本数ひいては圧力管集什体本数
が増加し、その結果、それに連なる配管本数が増加する
等、管群全構成する配管本数が増加した場合には、上記
42寸法と41寸法の差も増加する傾向にある。
By the way, the minimum dimension of the above-mentioned dimension t1 and the distance d between the center axes of adjacent pipes in the pipe group is determined from the installation and workability of the pipes or the installation and workability of the pipe group support structure. Therefore, for example, as the output of pressure tube reactors increases, the number of fuel rods and therefore the number of pressure tube assemblies increases, and as a result, the number of connected pipes increases. When the number increases, the difference between the 42nd dimension and 41st dimension also tends to increase.

一般に、配管口径及び肉厚が同じで同材質の配管に対し
ては、配管の固有振動数は支持点間距離に依存し、支持
点間距離が短かい程固有振動数は大きい。従って、上述
従来例の如く上記42寸法と11寸法の差が大きい場合
には、支持構造物による支持点間の曲管部管群を構成す
る配管の固有振動数に著しい差を生じる結果となシ、管
群のうちの外側の曲管部配管の固有振動数が地震波の振
動数よシ十分に高くならない結果となる恐れがある。
Generally, for pipes with the same diameter and wall thickness and made of the same material, the natural frequency of the pipe depends on the distance between the support points, and the shorter the distance between the support points, the higher the natural frequency. Therefore, if the difference between the 42nd dimension and the 11th dimension is large as in the conventional example described above, this will result in a significant difference in the natural frequencies of the pipes constituting the group of pipes in the curved pipe section between the support points of the support structure. There is a possibility that the natural frequency of the outer curved pipe of the pipe group will not be sufficiently higher than the frequency of the seismic waves.

これは、特に耐震性の要求の強い原子炉施設では問題に
なシ得る。
This may not be a problem especially in nuclear reactor facilities where earthquake resistance is strongly required.

〔発明の目的〕[Purpose of the invention]

本発明の目的は、管群を構成する配管本数が多い場合で
も、配管曲管部会ての振動を充分抑制することの可能な
管群曲管部支持装置を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a pipe group bent tube support device that can sufficiently suppress vibrations in the pipe bent tube section even when the number of pipes constituting the tube group is large.

−〔発明の概要〕 本発明の管群曲管部支持装置は、曲管部を含む管群の容
管に対する拘束部材および該拘束部材を保持する構造物
よりなり、夫々の管の曲管部から夫々の各拘束部材まで
の距離を、曲管部を含む容管の拘束部月間の部分の固有
振動数が実質的に等しくなるように定めたことを特徴と
するものである。
- [Summary of the Invention] A pipe group bent pipe section support device of the present invention includes a restraining member for a container of a tube group including a bent pipe section, and a structure that holds the restraining member, and a structure that holds the restraining member. The distance from to each of the restraining members is determined so that the natural frequencies of the restraining part of the container tube including the curved pipe part are substantially equal.

管群の全ての管の直径、肉厚、材質が同じである場合に
は、上記距離を同じに定める。
If all the tubes in the tube group have the same diameter, wall thickness, and material, the above distances are set to be the same.

〔発明の実施例〕[Embodiments of the invention]

本発明の一実砲例e第4図に示す。第4図においては、
配管1の動きを拘束するU形ワイヤ又はUボルト等の拘
束部材3、該拘束部材3を溶接又はネジ止めで保持し、
且つ配管1の自重を支持する板状の支持部材4及び該支
持部材4を溶接固定した型枠5から支持構造物が構成さ
れ、該型枠5を近傍の建屋(図示せず)あるいは支持架
構(図示せず)から支持することによシ管群を支持する
An example of a real cannon according to the present invention is shown in FIG. 4. In Figure 4,
A restraint member 3 such as a U-shaped wire or a U bolt that restrains the movement of the pipe 1, and the restraint member 3 is held by welding or screwing,
A support structure is composed of a plate-shaped support member 4 that supports the weight of the pipe 1 and a formwork 5 in which the support member 4 is welded and fixed, and the formwork 5 is connected to a nearby building (not shown) or a support frame. (not shown) to support the tube group.

管群の軸線方向から見た図は第2図と同様になる。The view seen from the axial direction of the tube group is similar to FIG. 2.

各拘束部材3から夫々の配管曲管部までの距離は全て等
しくなるように配置されている。従って、例えば、最内
側配管曲管部からその拘束部材3までの距離t1/と最
外側配管曲管部からその拘束部材3までの距離t2′も
等しくなっている。
The distances from each restraint member 3 to each piping bent pipe section are all arranged to be equal. Therefore, for example, the distance t1/ from the innermost pipe bent pipe section to the restraining member 3 is equal to the distance t2' from the outermost pipe bent pipe part to the restraining member 3.

第5図は本発明の他の実施例であシ、第6図はこれを配
管軸線方向から見た部分図である。本実施例では、配管
拘束部材7は、側方がら見たとき第5図のように一連の
階段形状をなし、管軸線方向から見たとき第6図のよう
に各配管を両側から抱くよう二つ割になった対をなす板
材を合せたものからなる。各拘束部材7の各配管抱持部
の両側には、互に一つ置きに、単一突起板8および一対
の突起板9が突出しておシ、これらが隣の拘束部材の同
様の突起板と嵌合することにょシ互に強固に組合ってお
り、その外周端部は型枠5(第6図)に嵌着又は溶接さ
れている。該型枠5は、該型枠近傍の建屋(図示せず)
又はそれに取付けられた支持架構から支持されることに
よp管群を支持する。
FIG. 5 shows another embodiment of the present invention, and FIG. 6 is a partial view of this as seen from the axial direction of the pipe. In this embodiment, the pipe restraining member 7 has a series of steps in shape as shown in FIG. 5 when viewed from the side, and holds each pipe from both sides as shown in FIG. 6 when viewed from the pipe axis direction. It consists of a pair of plates cut in half and put together. On both sides of each pipe holding portion of each restraint member 7, a single protrusion plate 8 and a pair of protrusion plates 9 protrude every other time. The outer circumferential end portion is fitted or welded to the formwork 5 (FIG. 6). The formwork 5 is attached to a building (not shown) near the formwork.
Alternatively, the p-tube group is supported by being supported by a support frame attached to it.

なお、図示していないが、第5図において管群曲管部の
他側にも上記支持構造物と対象的な支持構造物が設けら
れている。
Although not shown, in FIG. 5, a support structure symmetrical to the above-mentioned support structure is provided on the other side of the tube group bent pipe section.

本実施例においても、前記と同様、各拘束部材の配管抱
持部から夫々の配管曲管部までの距離は全て等〈なされ
ておシ、従って例えば、図中の距離t1′=t2′であ
る。
In this embodiment as well, the distances from the pipe holding part of each restraining member to the respective pipe bending parts are all equal, and therefore, for example, the distance t1'=t2' in the figure is similar to the above. be.

以上の各実施例においては、拘束部利によって与えられ
る配管支持点の距離関係が前記の如くなされているから
、各配管の管径、肉厚、材質が同じであれば、該支持点
間の配管の固有振動数を全て揃えることができる。
In each of the above embodiments, the distance relationship between the pipe support points given by the restraint part is as described above, so if each pipe has the same diameter, wall thickness, and material, the distance between the support points is All natural frequencies of piping can be aligned.

なお配管曲管部が90°の曲りでない場合でも本質的に
何ら変らない。
Note that there is essentially no change even if the pipe bend portion is not bent at 90°.

また、配管の径、肉厚、材質に実質的な差がある場合に
は、各配管の支持点間の曲管部を含む配管の固有振動数
が等しくなるように、各配管支持点から曲管部までの距
離を夫々の配管につき定めればよい。
In addition, if there are substantial differences in the diameter, wall thickness, or material of the pipes, bend the pipes from each support point so that the natural frequencies of the pipes, including the curved parts between the support points of each pipe, are equal. The distance to the pipe portion may be determined for each pipe.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、複数本の配管よシ構成される管群の支
持構造において、該管群の曲管部から支持点までの距離
が、全ての配管について曲管部を含む支持点間の配管部
の固有振動数が揃うように設定されているので、その固
有振動数を地震波の振動数より全て十分高くすることが
でき、耐震対策に有効である。
According to the present invention, in a support structure for a pipe group consisting of a plurality of pipes, the distance from the bent pipe part of the pipe group to the support point is Since the natural frequencies of the piping sections are set to be the same, all of the natural frequencies can be made sufficiently higher than the frequency of seismic waves, which is effective for earthquake resistance measures.

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

第1図、第2図および第3図は従来例の側面図および管
軸方向正面図、第4図は本発明の一実雄例の側断面図、
第5図および第6図は本発明の他の実施例の側面図およ
び管軸方向正面部分図である。 1・・・配管 2・・・支持構造物 3・・・管拘束部材 4・・・支持板 5・・・型枠 6・・・ワイヤー 7・・・拘束部材 8,9・・・突起板第1図 第2図
1, 2, and 3 are a side view and a front view in the tube axis direction of a conventional example, and FIG. 4 is a side sectional view of an actual example of the present invention.
5 and 6 are a side view and a partial front view in the tube axis direction of another embodiment of the present invention. 1... Piping 2... Support structure 3... Pipe restraint member 4... Support plate 5... Formwork 6... Wire 7... Restraint member 8, 9... Projection plate Figure 1 Figure 2

Claims (1)

【特許請求の範囲】 1、 曲管部を含む管群の容管に対する拘束部材および
該拘束部材を保持する構造物よシな夛、夫夫の宮の曲管
部から夫々の各拘束部材までの距離全、曲管部を含む容
管の拘束部材間の部分の固有」辰動数が実質的に等しく
なるように定めたことを特徴とするV群曲管部支持装置
。 2、 管群の全ての管の直径、肉厚、材質が実質的に同
じである場合に、上記距離を実質的に同じにした特許請
求の範囲第1項の管群曲管部支持装#0
[Claims] 1. A restraining member for the container of a group of tubes including a bent pipe portion, and a structure for holding the restraining member, from the bent pipe portion of the husband's palace to each of the respective restraining members. 1. A V-group curved pipe support device, characterized in that the total distance between the curved pipe parts and the inherent sliding number of the portion between the restraining members of the container pipe including the curved pipe parts are determined to be substantially equal. 2. The tube group curved tube support device according to claim 1, in which the distances are substantially the same when all the tubes in the tube group have substantially the same diameter, wall thickness, and material. 0
JP59044570A 1984-03-08 1984-03-08 Supporter for pipe group bend section Pending JPS60188681A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59044570A JPS60188681A (en) 1984-03-08 1984-03-08 Supporter for pipe group bend section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59044570A JPS60188681A (en) 1984-03-08 1984-03-08 Supporter for pipe group bend section

Publications (1)

Publication Number Publication Date
JPS60188681A true JPS60188681A (en) 1985-09-26

Family

ID=12695159

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59044570A Pending JPS60188681A (en) 1984-03-08 1984-03-08 Supporter for pipe group bend section

Country Status (1)

Country Link
JP (1) JPS60188681A (en)

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