JPH04129948U - Pendulum type vibration damping device - Google Patents
Pendulum type vibration damping deviceInfo
- Publication number
- JPH04129948U JPH04129948U JP5421491U JP5421491U JPH04129948U JP H04129948 U JPH04129948 U JP H04129948U JP 5421491 U JP5421491 U JP 5421491U JP 5421491 U JP5421491 U JP 5421491U JP H04129948 U JPH04129948 U JP H04129948U
- Authority
- JP
- Japan
- Prior art keywords
- swinging rod
- pendulum
- damping rubber
- damping device
- vibration damping
- 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
Links
- 238000013016 damping Methods 0.000 title claims abstract description 57
- 239000000725 suspension Substances 0.000 claims description 7
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000010355 oscillation Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
Landscapes
- Vibration Prevention Devices (AREA)
Abstract
(57)【要約】
【目的】小型で大きな制振力が得られる振子型制振装置
を安価に提供する。
【構成】下端に重錘1を付加し制振対象の構造物3に上
端を振子状に枢支吊下する揺振杆2と、それぞれ下端に
高減衰ゴム9を取付け所要間隔を開けて揺振杆2を中に
挾んで構造物3に並行垂着した一対の支保構体8と、揺
振杆2の中間と高減衰ゴム9とを伝動自在に介結する連
接手段11とからなることを、特徴とする。
(57) [Summary] [Purpose] To provide a pendulum-type vibration damping device that is small and can obtain a large damping force at a low cost. [Structure] A swinging rod 2 with a weight 1 attached to its lower end and a swinging rod 2 whose upper end is pivotally suspended from a structure 3 to be damped in a pendulum shape, and a high damping rubber 9 attached to each lower end and oscillated at a required interval. It is composed of a pair of supporting structures 8 which are parallelly attached to the structure 3 with the swinging rod 2 sandwiched therein, and a connecting means 11 which connects the middle of the swinging rod 2 and the high damping rubber 9 in a freely transmitting manner. , characterized.
Description
【0001】0001
本案は、各種構造物に生じている振動を抑制するため、構造物に付設して用い る振子型制振装置に関するものである。 This project is designed to be attached to structures and used to suppress vibrations occurring in various structures. The present invention relates to a pendulum-type vibration damping device.
【0002】0002
振子を利用することにより、構造物の振動が抑制できることは公知である。し かし、振子の制振効果を大きくし、実用に供するためには種々の工夫が必要であ る。なかでも、少なくとも振子の揺れの固有振動数を調整することと、振子に生 じる振動エネルギーを吸収することは不可欠である。 It is known that vibration of a structure can be suppressed by using a pendulum. death However, in order to increase the damping effect of the pendulum and put it into practical use, various measures are required. Ru. Above all, at least adjusting the natural frequency of the pendulum's swing, and Absorbing vibrational energy is essential.
【0003】 従来の振子型制振装置Aは、そのため、図4に示すように重錘1を下端に付加 した揺振杆2の上端を構造物3に突着したピン支持部4により枢支吊下して振子 を構成する一方、揺振杆2を中に挾んで所要間隔を開けた左右一対の支保構体5 を構造物3に並行垂着し、重錘1を付加した揺振杆2と支保構体5との間に、固 有振動数調整用のバネ6とエネルギー吸収用のダンパー7を取りつけることが通 例となっている。0003 Therefore, the conventional pendulum-type vibration damping device A has a weight 1 attached to the lower end as shown in Fig. 4. The upper end of the swinging rod 2 is pivotally suspended from the pin support 4 that is attached to the structure 3, and a pendulum is created. On the other hand, a pair of left and right support structures 5 sandwiching the swinging rod 2 with a required distance between them is attached to the structure 3 in parallel, and a fixed It is common to install a spring 6 for frequency adjustment and a damper 7 for energy absorption. This is an example.
【0004】0004
しかして、このバネ6にはコイルバネ、ダンパー7にはオイルダンパーがよく 用いられるが、いずれも高価である。 さらに、大きな制振力を必要とする場合にはバネ6,ダンパー7さらには支保 構体5ともサイズが大きくなり、製造上の困難が生じるとともに、設置空間が制 限を受けるという欠点があり、現実には、大地震時の振動といった大きな振動を 制振しなければならないようなケースでは、適用が困難な状況となっている。 こゝにおいて、本案は、小型で大きな制振力の得られる安価な振子型制振装置 を提供せんとするものである。 However, it is best to use a coil spring for spring 6 and an oil damper for damper 7. However, both are expensive. Furthermore, if a large damping force is required, the spring 6, damper 7, and support The size of structure 5 becomes large, which creates manufacturing difficulties and limits the installation space. However, in reality, it is difficult to handle large vibrations such as those caused by a major earthquake. It is difficult to apply this method in cases where vibration suppression is required. In this case, the present proposal is an inexpensive pendulum-type vibration damping device that is small and can obtain a large damping force. We aim to provide the following.
【0005】[0005]
前記課題の解決は、本案の次に列挙する新規な特徴的構成手段を採用すること により達成される。 即ち、本案の第一の特徴は、下端に重錘を付加した揺振杆の上端を制振対象の 構造物に振子状に枢支吊下し、それぞれ下端に高減衰ゴムを取付けた一対の支保 構体を所要間隔を開け前記揺振杆を中に挾んで前記構造物に並行垂着する一方、 当該揺振杆の中間と前記高減衰ゴムとを伝動自在に連接してなる振子型制振装置 である。 The solution to the above problem is to adopt the new characteristic configuration means listed below in the main proposal. This is achieved by In other words, the first feature of this proposal is that the upper end of the swinging rod with a weight attached to the lower end is the object of vibration damping. A pair of supports suspended from the structure in a pendulum shape, each with high damping rubber attached to the lower end. While opening the structure at a required interval and sandwiching the swinging rod therein, the structure is attached in parallel to the structure, A pendulum-type vibration damping device in which the middle of the swinging rod and the high-damping rubber are connected in a freely transmitting manner. It is.
【0006】 本案の第二の特徴は、重錘盤の中央に下端を枢着した揺振杆の上端を制振対象 の構造物に振子状に枢支吊下する一方、前記重錘盤の両側又は隅角部と前記構造 物間に亙り前記揺振杆を並行に懸吊紐条で懸架するとともに前記揺振杆を中に挾 んで前記重錘盤上に定着した受台に高減衰ゴムを載設し、他方、前記揺振杆の中 間と当該高減衰ゴムとを伝動自在に連接してなる振子型制振装置である。[0006] The second feature of this proposal is that the upper end of the swinging rod, whose lower end is pivoted to the center of the weight plate, is targeted for vibration damping. is suspended from a structure in a pendulum shape, while both sides or corners of the weight plate and the structure Suspending the swinging rod in parallel across the space with a suspension string, and interposing the swinging rod therein. Then, a high damping rubber is placed on the pedestal fixed on the weight plate, and on the other hand, the high damping rubber is placed in the oscillating rod. This is a pendulum-type vibration damping device in which the high damping rubber and the high damping rubber are connected in a freely transmitting manner.
【0007】[0007]
本案は、前記のような手段を講じたので、振子を用いる制振装置において、振 子の揺れ固有振動数調整用、及び振子に生じる振動エネルギー吸収用として、高 減衰ゴムの粘弾性的性質を利用する。 その結果、従来の技術では固有振動数調整用としてバネ6を用い、振動エネル ギー吸収用としてダンパー7を用いていたが、本案ではこの部分にこの両方の働 きをもつ高減衰ゴムを適用した。 This proposal takes the above-mentioned measures, so in a vibration damping device using a pendulum, the vibration Used for adjusting the natural vibration frequency of the pendulum and absorbing the vibration energy generated in the pendulum. Utilizes the viscoelastic properties of damping rubber. As a result, in the conventional technology, the spring 6 is used to adjust the natural frequency, and the vibration energy is Damper 7 was used to absorb energy, but in this project, this part has both functions. A high-damping rubber with strong properties is used.
【0008】[0008]
本案の実施例を図面につき詳説する。 図1は本案の第一実施例を説明する概念図、図2は同・要部拡大斜面図、図3 は本案の第二実施例を説明する概念図である。 図中、B,Cは本実施例の振子型制振装置、8は支保構体、9は高減衰ゴム、 10は揺振杆連結部、11は紐,杆,針金等の適宜伝動自在な連接手段、12は 重錘盤、13は重錘盤12の両側又は隅角部を揺振杆2に並行に懸吊するロープ ,杆,針金等の懸吊手段である。 なお図4に示す従来の振子型制振装置Aと同一部材は同一符号を付した。 Embodiments of the present invention will be described in detail with reference to the drawings. Figure 1 is a conceptual diagram explaining the first embodiment of the present invention, Figure 2 is an enlarged slope view of the main part, Figure 3 FIG. 2 is a conceptual diagram illustrating a second embodiment of the present invention. In the figure, B and C are the pendulum type vibration damping device of this embodiment, 8 is the support structure, 9 is high damping rubber, 10 is an oscillating rod connection part, 11 is a connecting means such as a string, rod, wire, etc. that can transmit the transmission as appropriate, and 12 is a A weight plate 13 is a rope that suspends both sides or corners of the weight plate 12 in parallel to the swinging rod 2. , rods, wires, or other means of suspension. Note that the same members as those in the conventional pendulum type vibration damping device A shown in FIG. 4 are given the same reference numerals.
【0009】 (実施例1) 本案の第一実施例を図1及び図2について説明する。 本第一実施例の振子型制振装置Bは、重錘1と揺振杆2と構造物3とピン支持 部4と鈎形支保構体8と高減衰ゴム9とからなり、重錘1を付加した揺振杆2の 上端を構造物3に突着したユニバーサルジョイント等によるピン支持部4により 枢支して重錘1を構造物3より吊り下げて、振子を構成する一方、支保構体8を 揺振杆2を中に挾んで並垂固定し、揺振杆2の中間部に形成した鍔形取付部2a と高減衰ゴム9下端に取付けた揺振杆連結部10との間を紐,杆,針金等の適宜 伝動自在な連接手段11で介結した構造である。[0009] (Example 1) A first embodiment of the present invention will be described with reference to FIGS. 1 and 2. The pendulum type vibration damping device B of the first embodiment includes a weight 1, a swinging rod 2, a structure 3, and a pin support. The swinging rod 2 is made up of a section 4, a hook-shaped support structure 8, and a high damping rubber 9, and a weight 1 is attached to the swinging rod 2. The pin support part 4 is made of a universal joint or the like whose upper end is attached to the structure 3. The weight 1 is pivotally supported and suspended from the structure 3 to form a pendulum, while the support structure 8 is suspended from the structure 3. A flange-shaped attachment part 2a formed in the middle part of the swinging rod 2 with the swinging rod 2 sandwiched therein and fixed vertically. and the oscillating rod connection part 10 attached to the lower end of the high damping rubber 9 with a string, rod, wire, etc. This is a structure in which a freely transmittable connecting means 11 is used.
【0010】 (実施例2) 本案の第二実施例を図3について説明する。 本第二実施例の振子型制振装置Cは、重錘盤12と揺振杆2と構造物3とピン 支持部4と高減衰ゴム9と懸吊手段13と重錘盤連結部14と受台15からなり 、重錘盤12の中央とユニバーサルジョイント等による重錘盤連結部14によっ て下端を枢結した揺振杆2の上端を構造物3に突着したユニバーサルジョイント 等によるピン支持部4により枢支し、重錘盤12の吊輪16と構造物3の吊輪1 7間に亙り懸吊手段13により懸架して、振子を形成する一方、重錘盤12上に 揺振杆2を中に挾んで対称定着した受台15に高減衰ゴム9を載着し、他方、揺 振杆2の中間部に形成した鍔形取付部2aと高減衰ゴム9上端に取付けた揺振杆 連結部10との間を紐,杆,針金等の適宜伝動自在な連接手段11で介結してな る。0010 (Example 2) A second embodiment of the present invention will be described with reference to FIG. The pendulum-type vibration damping device C of the second embodiment includes a weight board 12, a swinging rod 2, a structure 3, and a pin. It consists of a support part 4, a high damping rubber 9, a suspension means 13, a weight plate connecting part 14, and a pedestal 15. , by the center of the weight plate 12 and the weight plate connecting part 14 by a universal joint, etc. A universal joint in which the upper end of the swinging rod 2, whose lower end is pivotally connected to the structure 3, is attached to the structure 3. The suspension ring 16 of the weight board 12 and the suspension ring 1 of the structure 3 are 7 by the suspension means 13 to form a pendulum, while on the weight plate 12 A high damping rubber 9 is mounted on a pedestal 15 which is fixed symmetrically with the swinging rod 2 held therein, and on the other hand, A flange-shaped attachment part 2a formed in the middle part of the swinging rod 2 and a swinging rod attached to the upper end of the high damping rubber 9. A connecting means 11, such as a string, a rod, or a wire, which can appropriately transmit power, is interposed between the connecting part 10 and the connecting part 10. Ru.
【0011】 本実施例の仕様は、このような具体的実施態様を示すから小型で大制振力を得 ることが可能であるが、その理由を以下に述べる。 例えば、振子重量500kgf程度で、構造物に生じる最大加速度3G程度の 大地震時に振動を抑制しようとする場合、振子の揺れ固有振動数を3Hz程度に 調整し、さらに減衰定数5%程度の振動エネルギーの吸収をさせようとすると、 従来の技術では一般に径5.5cmの鋼線を用いた直径30cm,長さ70cm 程度のコイルバネ6二本と、直径30cm,長さ100cm程度のオイルダンパ ー7二本が必要となる。このような大きなサイズのバネ6やダンパー7を製造す るには高度な技術が必要であり、高価であることは周知である。[0011] The specifications of this example show such a specific implementation, so it is possible to obtain a large damping force with a small size. The reason for this is explained below. For example, with a pendulum weight of about 500 kgf, the maximum acceleration generated in the structure is about 3 G. When trying to suppress vibrations during a major earthquake, the natural frequency of the pendulum should be set to around 3Hz. When adjusting and trying to absorb vibration energy with a damping constant of about 5%, Conventional technology generally uses steel wire with a diameter of 5.5 cm, which is 30 cm in diameter and 70 cm in length. Two coil springs of about 60cm and an oil damper of about 30cm in diameter and 100cm in length. -7 Two pieces are required. Manufacturing such large springs 6 and dampers 7 It is well known that this requires advanced technology and is expensive.
【0012】 本実施例では、このバネ6とダンパー7の代わりに、高減衰ゴム9を用いる。 剛性150kgf/cm,等価減衰定数5〜15%程度の特性をもつ高減衰ゴ ムを材料として用いる場合、幅,高さともに20cm程度の高減衰ゴム9二個で よいことになる。この程度の特性とサイズを有する高減衰ゴム9は、容易に製造 可能である。 以上からもわかるように、バネ7とダンパー8の代わりに、高減衰ゴム9を用 いることにより、この部分の大きさは容積にして1/10以下となり、明らかに 制振装置を従来の装置よりも小型化することが可能である。0012 In this embodiment, a high damping rubber 9 is used in place of the spring 6 and damper 7. High damping rubber with rigidity of 150 kgf/cm and equivalent damping constant of 5 to 15%. When rubber is used as a material, two pieces of high damping rubber with a width and height of about 20cm are used. It will be a good thing. High damping rubber 9 with properties and size of this level is easily manufactured. It is possible. As can be seen from the above, high damping rubber 9 is used instead of spring 7 and damper 8. As a result, the size of this part is less than 1/10 of the volume, and it is clear that It is possible to make the damping device smaller than conventional devices.
【0013】[0013]
かくして、本案は振子を用いる制振装置において、振子の揺れ固有振動数調整 用及び振子に生じる振動エネルギー吸収用として高減衰ゴムの粘弾性的性質を利 用するので、小型で大制振力を容易に得ることができる利点があり、とくに大地 震時の振動といった大振動を制振するようなケースでは極めて有用であり、また 経済的である等優れた実用性、有用性を発揮する。 Thus, the present invention is a vibration damping device that uses a pendulum, and it is possible to adjust the natural frequency of the pendulum's oscillation. The viscoelastic properties of high-damping rubber are used to absorb the vibration energy generated in pendulums and pendulums. It has the advantage of being small and easy to obtain a large vibration damping force, especially when It is extremely useful in cases where large vibrations such as those caused by earthquakes are to be suppressed, and Demonstrates excellent practicality and usefulness such as being economical.
【図1】本案の振子型制振装置の第一の実施例を示す概
念図である。FIG. 1 is a conceptual diagram showing a first embodiment of a pendulum-type vibration damping device of the present invention.
【図2】同上における鍔形取付部周辺拡大斜面図であ
る。FIG. 2 is an enlarged perspective view of the periphery of the collar-shaped attachment part in the same as above.
【図3】本案の振子型制振装置の第二の実施例を示す概
念図である。FIG. 3 is a conceptual diagram showing a second embodiment of the pendulum-type vibration damping device of the present invention.
【図4】従来の振子型制振装置の構成図である。FIG. 4 is a configuration diagram of a conventional pendulum-type vibration damping device.
A,B,C…振子型制振装置 1…重錘 2…揺振杆 2a…鍔形取付部 3…構造物 4…ピン支持部 5,8…支保構体 6…バネ 7…ダンパー 9…高減衰ゴム 10…揺振杆連結部 11…連接手段 12…重錘盤 13…懸吊手段 14…重錘盤連結部 15…受台 16,17…吊輪 A, B, C... Pendulum type vibration damping device 1... Weight 2...Swinging rod 2a...Brim type mounting part 3...Structure 4...Pin support part 5, 8...Support structure 6...Spring 7...Damper 9...High damping rubber 10...Swinging rod connection part 11...Connection means 12... Weight board 13... Hanging means 14... Weight plate connection part 15...cradle 16, 17...Hanging ring
Claims (2)
対象の構造物に振子状に枢支吊下し、それぞれ下端に高
減衰ゴムを取付けた一対の支保構体を所要間隔を開け前
記揺振杆を中に挾んで前記構造物に並行垂着する一方、
前記揺振杆の中間と前記高減衰ゴムとを伝動自在に連接
することを特徴とする振子型制振装置Claim 1: The upper end of a swinging rod with a weight attached to the lower end is pivotally suspended from the structure to be damped in a pendulum shape, and a pair of support structures each having a high damping rubber attached to the lower end are arranged at a required interval. while opening the swinging rod, sandwiching the swinging rod therein and attaching it to the structure in parallel;
A pendulum-type vibration damping device characterized in that the middle of the swinging rod and the high damping rubber are connected in a freely transmitting manner.
端を制振対象の構造物に振子状に枢支吊下する一方、前
記重錘盤の両側又は隅角部と前記構造物間に亙り前記揺
振杆と並行に懸吊手段で懸架するとともに、前記揺振杆
を中に挾んで前記重錘盤上に定着した受台に高減衰ゴム
を載設し、他方、前記揺振杆の中間と当該高減衰ゴムと
を伝動自在に連接することを特徴とする請求項1記載の
振子型制振装置[Claim 2] The upper end of a swinging rod whose lower end is pivotally connected to the center of the weight plate is pivotally suspended from a structure to be damped in a pendulum shape, while the upper end of the swinging rod is pivotally suspended from the structure to be damped in a pendulum shape. Suspended between the structures by a suspension means in parallel with the swinging rod, a high damping rubber is mounted on a pedestal fixed on the weight plate with the swinging rod sandwiched therein, and the other A pendulum-type vibration damping device according to claim 1, characterized in that an intermediate portion of the swinging rod and the high damping rubber are connected in a freely transmitting manner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5421491U JPH04129948U (en) | 1991-03-08 | 1991-07-12 | Pendulum type vibration damping device |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3-12928 | 1991-03-08 | ||
JP1292891 | 1991-03-08 | ||
JP5421491U JPH04129948U (en) | 1991-03-08 | 1991-07-12 | Pendulum type vibration damping device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04129948U true JPH04129948U (en) | 1992-11-30 |
Family
ID=31948259
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5421491U Pending JPH04129948U (en) | 1991-03-08 | 1991-07-12 | Pendulum type vibration damping device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04129948U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012090259A1 (en) * | 2010-12-27 | 2012-07-05 | 三菱重工業株式会社 | Vibration control device for windmill for wind-powered electricity generation, and windmill for wind-powered electricity generation |
-
1991
- 1991-07-12 JP JP5421491U patent/JPH04129948U/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012090259A1 (en) * | 2010-12-27 | 2012-07-05 | 三菱重工業株式会社 | Vibration control device for windmill for wind-powered electricity generation, and windmill for wind-powered electricity generation |
US8322975B2 (en) | 2010-12-27 | 2012-12-04 | Mitsubishi Heavy Industries, Ltd. | Vibration control apparatus of wind turbine generator and wind turbine generator |
JP5594696B2 (en) * | 2010-12-27 | 2014-09-24 | 三菱重工業株式会社 | Wind turbine vibration damping device and wind turbine for wind power generation |
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