JPS6138355Y2 - - Google Patents
Info
- Publication number
- JPS6138355Y2 JPS6138355Y2 JP14169181U JP14169181U JPS6138355Y2 JP S6138355 Y2 JPS6138355 Y2 JP S6138355Y2 JP 14169181 U JP14169181 U JP 14169181U JP 14169181 U JP14169181 U JP 14169181U JP S6138355 Y2 JPS6138355 Y2 JP S6138355Y2
- Authority
- JP
- Japan
- Prior art keywords
- weight
- pipe
- core rod
- vibration
- support part
- 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
- 238000002955 isolation Methods 0.000 claims description 5
- 230000000694 effects Effects 0.000 description 7
- 238000013016 damping Methods 0.000 description 6
- 230000001133 acceleration Effects 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 3
- 239000012212 insulator Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000010363 phase shift Effects 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010248 power generation Methods 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Installation Of Bus-Bars (AREA)
Description
【考案の詳細な説明】
本考案は、パイプ母線用耐震防振装置に関する
ものである。[Detailed Description of the Invention] The present invention relates to a seismic vibration isolation device for pipe busbars.
パイプ母線の耐震設計を行なうに当つては、支
持装置、特にがいし装置に対し、必要充分なる安
全率を確保する為に、地震入力に対するパイプ母
線の加速度応答倍数を低減せしめ、がいしに加わ
る荷重を軽減することが有効である。 When performing seismic design of pipe busbars, in order to ensure a necessary and sufficient safety factor for support devices, especially insulators, the acceleration response multiple of pipe busbars to earthquake input is reduced, and the load applied to the insulators is reduced. It is effective to reduce this.
一般に構造物の加速度応答倍率を低減させるに
は減衰定数を大きくする必要がある。 Generally, in order to reduce the acceleration response magnification of a structure, it is necessary to increase the damping constant.
アルミパイプ母線の減衰定数は通常2%程度の
値であり、支持架台、がいし装置と組み合わせた
場合の加速度応答倍率は20倍に達するものもあ
る。この為、防振装置をパイプ母線に取り付け、
パイプの減衰定数を15%程度にまで増加させてや
れば、加速度応答倍率は7〜8倍に低減させるこ
とができる。このことは、パイプ支持装置の強度
を軽減できることにつながり、支持装置の経済設
計を可能ならしめるものである。 The damping constant of an aluminum pipe busbar is normally around 2%, and when combined with a support frame and insulator, the acceleration response magnification can reach 20 times. For this reason, a vibration isolator is installed on the pipe busbar,
If the damping constant of the pipe is increased to about 15%, the acceleration response magnification can be reduced by 7 to 8 times. This leads to the ability to reduce the strength of the pipe support device, making it possible to economically design the support device.
従来はこの種防振装置として、第1図に示す如
くパイプ母線1の内部に支持部2を設け、これに
撚線3の両端に重錘4を設けたものを取付けてい
た。しかし上述の構造では下記のとおり、
(1) 撚線の長さを調整して固有振動数を定めてい
るため、撚線がたわみ、可動範囲の余裕が狭
い。 Conventionally, as shown in FIG. 1, this kind of vibration isolator has been equipped with a support part 2 provided inside a pipe bus bar 1, and a weight 4 provided at both ends of a stranded wire 3 attached to this support part 2. However, in the above structure, as shown below: (1) Since the natural frequency is determined by adjusting the length of the stranded wires, the strands are deflected and the margin of movement is narrow.
(2) 撚線を使用しているため、素線切れを生じ
る。(2) Since stranded wires are used, wire breakage occurs.
(3) 防振装置の重錘がパイプ母線の内壁に衝突し
て、衝突音がすると共に、重錘の損傷、パイプ
の変形が生じる。(3) The weight of the vibration isolator collides with the inner wall of the pipe bus bar, causing a collision sound, damage to the weight, and deformation of the pipe.
(4) (2),(3)のことから、防振装置の寿命が短い。(4) Due to (2) and (3), the lifespan of the vibration isolator is short.
等の欠点がある。There are drawbacks such as.
本考案は上記の欠点を解消するパイプ母線用耐
震防振装置を提供するものである。この防振装置
の特徴は、パイプ内部にパイプと同軸状に取り付
け多重振子を応用して重錘を振動させ反力をもた
せ、かつ振子構成要素間の振動位相のずれにより
表面どうしの摺動まさつにより減衰効果を得るこ
とにしたものである。 The present invention provides an earthquake-resistant and vibration-isolating device for pipe busbars that eliminates the above-mentioned drawbacks. The feature of this vibration isolator is that it uses multiple pendulums installed coaxially with the pipe inside the pipe to vibrate the weight and create a reaction force, and the vibration phase shift between the pendulum components prevents the surfaces from sliding against each other. We decided to obtain a damping effect by using two methods.
本考案のパイプ母線用耐震防振装置の実施例を
第2図にもとづいて説明する。同図において、イ
は正面図、ロは側面図である。 An embodiment of the seismic vibration isolation device for pipe busbars of the present invention will be described based on FIG. 2. In the figure, A is a front view and B is a side view.
及びはそれぞれ第1及び第2の重錘で剛体
振子要素であり、第1の重錘は芯棒により支
持され、支持金具によりパイプに固定されて
いる。また第2の重錘は芯棒により第1の重
錘の一部に吊られた形となり芯棒を中心にし
て第1の重錘が運動し、これによる芯棒の運
動が第2の重錘を振動させる。第1の重錘の
回転角度と固有振動数の調節の為にスプリング
(例えばピアノ線をらせん状に巻いたもの等)の
一端を第1の重錘に他端を支持部に固定して
もよい。 and are first and second weights, respectively, which are rigid pendulum elements, and the first weight is supported by a core rod and fixed to the pipe by a support fitting. In addition, the second weight is suspended from a part of the first weight by the core rod, and the first weight moves around the core rod, and the movement of the core rod thereby causes the second weight to move. Make the weight vibrate. In order to adjust the rotation angle and natural frequency of the first weight, one end of a spring (for example, a spirally wound piano wire) may be fixed to the first weight and the other end to the support. good.
パイプ母線が地震により水平方向に振動する
と、防振装置支持部はパイプ母線に防振装置取
付部でプラグ溶接またはビス止めにより固定さ
れているため、芯棒がパイプ母線と同じ方向に
動く。第1及び第2の重錘,は慣性のため応
答が遅れ結局パイプ中心線を中心にして振子運動
を生ずる。該運動により芯棒と重錘、芯棒
と重錘、重錘とのそれぞれの間に摩擦が生
じ、防振効果が現われる。 When the pipe busbar vibrates in the horizontal direction due to an earthquake, the core rod moves in the same direction as the pipe busbar because the vibration isolator support part is fixed to the pipe busbar at the vibration isolator attachment part by plug welding or screw fastening. The response of the first and second weights is delayed due to their inertia, and eventually they produce pendulum motion around the center line of the pipe. This movement causes friction between the core rod and the weight, between the core rod and the weight, and between the weight, producing a vibration-proofing effect.
パイプ母線サイズφ250mm×t10mm,18mスパン
のアルミパイプ母線に本考案の防振装置を取付け
た時の自由減衰振動は第3図ロに示すとおりで、
イの防振装置なしの場合のパイプ母線の自由減衰
振動より優れた特性を示している。 The free damping vibration when the vibration isolator of this invention is installed on an aluminum pipe busbar with a pipe busbar size of φ250mm x t10mm and a span of 18m is as shown in Figure 3B.
This shows better characteristics than the free damped vibration of the pipe busbar without the vibration isolator in A.
本考案のパイプ母線用耐震防振装置の効果は、
(1) パイプ母線と同軸状に取付けるため、防振装
置がパイプ母線の内壁と衝突することが無く、
変形、損傷がない。 The effects of the seismic vibration isolator for pipe busbars of the present invention are as follows: (1) Since it is installed coaxially with the pipe busbar, the vibration isolator does not collide with the inner wall of the pipe busbar;
No deformation or damage.
(2) 防振装置は物理振子であり、慣性モーメン
ト、支点−重心間距離スプリングのバネ定数に
より固有振動数が定まるため、パイプ母線系の
振動抑制を容易に調整することができる。(2) The vibration isolator is a physical pendulum, and the natural frequency is determined by the moment of inertia, the distance between the fulcrum and the center of gravity, and the spring constant of the spring, so vibration suppression of the pipe busbar system can be easily adjusted.
(3) 多重振子を使用する為、振子間のまさつ効果
が大きくなり、振子の固有振動数を若干異らせ
ると振動位相がずれて、さらに減衰効果が増
す。(3) Since multiple pendulums are used, the vibration effect between the pendulums becomes large, and if the natural frequencies of the pendulums are slightly different, the vibration phase shifts, further increasing the damping effect.
等である。etc.
以上のとおりであるので、本考案のパイプ母線
用耐震防振装置は、発変電所におけるアルミパイ
プ母線、銅パイプ母線に適用して実用的効果の大
きいものである。 As described above, the seismic vibration isolation device for pipe busbars of the present invention has great practical effects when applied to aluminum pipe busbars and copper pipe busbars in power generation and substations.
第1図は従来のパイプ母線用耐震防振装置の側
面断面説明図、第2図は本考案のパイプ母線用耐
震防振装置の説明図で、イは正面断面図、ロはイ
の側面図、第3図は本考案の防振装置をパイプ母
線に取付けた時の効果説明図で、イは防振装置の
無い場合、ロは防振装置を取付けた場合のパイプ
母線のそれぞれ自由減衰振動特性図である。
1……第1の重錘、2……第2の重錘、3……
芯棒、4……芯棒、5……支持部、6……パイ
プ、7……スプリング、……固定部、……重
錘、……撚り線。
Fig. 1 is a side sectional explanatory view of a conventional seismic vibration isolator for pipe busbars, and Fig. 2 is an explanatory view of the seismic vibration isolator for pipe busbars of the present invention, where A is a front sectional view and B is a side view of A. , Figure 3 is an explanatory diagram of the effect when the vibration isolator of the present invention is installed on the pipe busbar, where A shows the free damped vibration of the pipe busbar when there is no vibration isolator, and B shows the free damped vibration of the pipe bus when the vibration isolator is installed. It is a characteristic diagram. 1...first weight, 2...second weight, 3...
Core rod, 4...Core rod, 5...Supporting part, 6...Pipe, 7...Spring,...Fixing part,...Weight,...Twisted wire.
Claims (1)
間隔を設けて前記芯棒に枢着する第1の重錘
と、該第1の重錘の間隔の間にあつて前記第1
の重錘に嵌着する芯棒に枢着する第2の重錘
と、前記第1の重錘及び前記支持部の間に挿入
されたバネとを具備したことを特徴とするパイ
プ母線用耐震防振装置。 (2) 支持部によつて支持される芯棒と、第1の重
錘に嵌着する芯棒とはそれぞれパイプ母線の中
心軸と平行である実用新案登録請求の範囲第1
項記載のパイプ母線用耐震防振装置。 (3) 第1の重錘に設ける間隔は第2の重錘と摺動
摩耗が生じる程度の間隔である実用新案登録請
求の範囲第1項又は第2項記載のパイプ母線用
耐震防振装置。[Scope of claims for utility model registration] (1) A support part that supports a core rod inside the pipe bus bar,
a first weight pivotally connected to the core rod at a distance; and a first weight between the first weights and the first weight
An earthquake-resistant pipe busbar comprising: a second weight pivotally attached to a core rod fitted to the weight; and a spring inserted between the first weight and the support part. Anti-vibration device. (2) The core rod supported by the support part and the core rod fitted to the first weight are each parallel to the central axis of the pipe generatrix.Claim 1 of Utility Model Registration
Earthquake-resistant vibration isolation device for pipe busbars as described in . (3) The seismic vibration isolation device for a pipe busbar according to claim 1 or 2, wherein the interval provided between the first weight is such that sliding wear occurs between the second weight and the second weight. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14169181U JPS5846218U (en) | 1981-09-24 | 1981-09-24 | Seismic vibration isolation device for pipe busbars |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14169181U JPS5846218U (en) | 1981-09-24 | 1981-09-24 | Seismic vibration isolation device for pipe busbars |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5846218U JPS5846218U (en) | 1983-03-29 |
JPS6138355Y2 true JPS6138355Y2 (en) | 1986-11-06 |
Family
ID=29934772
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14169181U Granted JPS5846218U (en) | 1981-09-24 | 1981-09-24 | Seismic vibration isolation device for pipe busbars |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5846218U (en) |
-
1981
- 1981-09-24 JP JP14169181U patent/JPS5846218U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5846218U (en) | 1983-03-29 |
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