CN103603918A - Suspension vibration isolation structure - Google Patents
Suspension vibration isolation structure Download PDFInfo
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- CN103603918A CN103603918A CN201210336719.3A CN201210336719A CN103603918A CN 103603918 A CN103603918 A CN 103603918A CN 201210336719 A CN201210336719 A CN 201210336719A CN 103603918 A CN103603918 A CN 103603918A
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Abstract
Disclosed is a suspension vibration isolation structure. The suspension vibration isolation structure is composed of hanging type damping spring vibration isolators, constrained damping components, a vibration isolation platform and rubber dampers, wherein the hanging type damping spring vibration isolators are mounted onto a roof construction structure, the vibration isolation platform is arranged at the bottom of the screws of the hanging type damping spring vibration isolators, a vibration device is mounted on the vibration isolation platform through the dampers, and the constrained damping components are arranged between the hanging type damping spring vibration isolators and the screws above the vibration isolation platform. Every constrained damping component is composed of a constrained damping unit, a direction regulating connector, the screw and an adjusting bolt and can be arranged in the vertical plane around the vibration isolation platform in a cross mode or among the three-dimensionally opposite corners of the vibration isolation platform in an oblique cross mode; the cross point of the screws between every two constrained damping components is fixed through a steel rope clamp. The suspension vibration isolation structure can effectively control the resonant rocking of suspended vibration equipment and meanwhile control the vibration transmission of the vibration equipment and is simple in structure, low in cost and easy to assemble.
Description
Technical field
The present invention relates to a kind of vibration control technology, especially can intercept the suspension vibration insulation structure that suspended vibration vibration equipment transmits.
Background technique
In engineering equipment installation process, often having various unsettled vibrating conduits, blower fan, static pressure box and the outstanding vibratory equipment of holding high-altitude need to make hanging vibration reduction processes.At present, be more to use vibration reducing lifting hook to process.Vibration reducing lifting hook is simple in structure, at the vibration damping of various pipelines, blower fan, airduct, tracheae, processes very effective.But, exist because the natural frequency of hanging damping spring vibration isolator is single, for unsettled vibratory equipment in speed reducing rotation process, reverse damping torque and can produce opposition, when excited frequency moves closer to the natural frequency of device systems, produce resonance, amplitude will increase.Because suspension device system is resilient hanger, rigidity is poor, if device systems can be produced by force unbalance, rocks, and the connection part of vibratory equipment and device systems is caused damage.Meanwhile, vibration isolating effect is undesirable.
Summary of the invention
In order to overcome existing suspension vibration insulation structure, can not effectively control that the resonance that hangs vibration insulation structure is rocked and the Vibration propagation of vibratory equipment, the invention provides a kind of suspension vibration insulation structure, this suspension vibration insulation structure can not only effectively be controlled the resonance of suspension vibration insulation structure and rock, and can effectively control the Vibration propagation of vibratory equipment.
The technical solution adopted for the present invention to solve the technical problems is: a kind of suspension vibration insulation structure, by hanging damping spring vibration isolator, damping-constraining member, vibration-isolating platform, rubber shock absorber forms, hanging damping spring vibration isolator is arranged on roof building structure, vibration-isolating platform is arranged under the screw rod of hanging damping spring vibration isolator, vibratory equipment is arranged on vibration-isolating platform by vibration damper, between screw rod under hanging damping spring vibration isolator and on vibration-isolating platform, damping-constraining member is set, damping-constraining member can be arranged on vibration-isolating platform surrounding facade, arranged in a crossed manner, screw rod point of intersection between two damping-constraining members arranges rope cramp and fixes.Use the vibration isolator of two kinds of different natural frequencies, form two-stage vibration isolation structure.Because equipment is starting and dwell period, certain in the change procedure of 0 ~ rated speed of the rotating speed in a flash forcing frequency of equipment is unique, and it can not produce resonance with two kinds of different natural frequencies simultaneously, thereby effectively eliminates resonance phenomenon.The level of the controlled vibratory equipment processed of rubber shock absorber is to rocking.Damping-constraining part consists of U-shaped steel plate, clamping bolt and elastic damping plate, two side width of U-shaped steel plate are not etc., one side is broadside, two sides of U-shaped steel plate arrange corresponding clamping bolt mounting hole, the broadside of U-shaped steel plate arranges adjustment bolt mounting holes, the screw rod of hanging damping spring vibration isolator, in U-shaped steel plate, arranges elastic damping plate between screw rod and U-shaped steel plate, by clamping bolt and elastic damping plate, screw rod is reliably installed in U-shaped steel plate.Elastic damping plate can improve the fastening force between U-shaped steel plate and screw rod, also can meet the stress equalization between screw rod and U-shaped steel plate, retrains rocking of screw rod.Tuning link consists of two L shaped steel plates that adjustment bolt mounting holes is all set, L shaped steel plate is connected by bolt adjustment with the broadside of U-shaped steel plate on one side, angle between L shaped steel plate and U-shaped steel plate can be adjusted, and can adapt to the installation requirement of damping-constraining member under different situations.Screw rod, through the adjustment bolt mounting holes of L shaped steel plate another side, is used and adjusts bolt adjustment screw rod effective length.The constraint damping forces of capable of regulating damping-constraining member.
Damping-constraining member can be arranged on vibration-isolating platform surrounding facade, arranged in a crossed manner, also can be arranged between the three-dimensional diagonal angle of vibration-isolating platform, and tiltedly fork arranges, and the screw rod point of intersection between two damping-constraining members arranges rope cramp and fixes.By the setting of damping-constraining member, screw portion and the vibration-isolating platform that can effectively improve below hanging damping spring vibration isolator form integral rigidity, the shaking amplitude of vibration-isolating platform while reducing vibratory equipment excited vibration.
The invention has the beneficial effects as follows, can when the resonance of effect control suspended vibration equipment is rocked, can effectively control the Vibration propagation of vibratory equipment, simple in structure, cheap, easy for installation.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is the tectonic maps of facing that hangs first embodiment of vibration insulation structure;
Fig. 2 is the tectonic maps of overlooking of Fig. 1;
Fig. 3 is that the damping-constraining member structure that hangs first embodiment of vibration insulation structure is faced tectonic maps;
Fig. 4 is the tectonic maps of overlooking of Fig. 3;
Fig. 5 is the tectonic maps of facing that hangs second embodiment of vibration insulation structure;
Fig. 6 is the tectonic maps of overlooking of Fig. 5;
1. hanging damping spring vibration isolator, 2. damping-constraining member, 3. vibration-isolating platforms in figure, 4. rubber shock absorber, 5. roof building structure, 6. screw rod, 7. vibratory equipment, 8. damping-constraining part, 9. tuning link, 10. adjust bolt, 11.U shape steel plate, 12. broadsides, 13. clamping bolts, 14. mounting holes, 15. elastic damping plates, 16.L shape steel plate, 17. rope cramps.
Embodiment
In Fig. 1,2 illustrated embodiments, a kind of suspension vibration insulation structure, by hanging damping spring vibration isolator (1), damping-constraining member (2), vibration-isolating platform (3), rubber shock absorber (4), formed, hanging damping spring vibration isolator (1) is arranged on roof building structure (5), vibration-isolating platform (3) is arranged under the screw rod (6) of hanging damping spring vibration isolator (1), and vibratory equipment (7) is arranged on vibration-isolating platform (3) by rubber shock absorber (4).Between hanging damping spring vibration isolator (1) and the screw rod (6) of vibration-isolating platform (3), damping-constraining member (2) is all set.Damping-constraining member (2) is by damping-constraining part (8), tuning link (9), screw rod (6) and adjust bolt (10) formation.Damping-constraining member (2) can be arranged on vibration-isolating platform (3) surrounding facade, arranged in a crossed manner, and it is fixing that screw rod (6) point of intersection between two damping-constraining members (2) arranges rope cramp (17).
At Fig. 3, in 4, damping-constraining part (8) is by U-shaped steel plate (11), clamping bolt (12) and elastic damping plate (13) form, two side width of U-shaped steel plate (11) are not etc., one side is broadside (12), two sides of U-shaped steel plate (11) arrange corresponding clamping bolt (13) mounting hole (14), the broadside (12) of U-shaped steel plate (11) arranges adjusts bolt (10) mounting hole (14), the screw rod (6) of hanging damping spring vibration isolator (1) is in U-shaped steel plate (11), between screw rod (6) and U-shaped steel plate (11), elastic damping plate (15) is set, by clamping bolt (13) and elastic damping plate (15), screw rod (6) is reliably installed in U-shaped steel plate (11).Tuning link (9) all arranges by two L shaped steel plate (16) formation of adjusting bolt (9) mounting hole (14), L shaped steel plate (16) is connected by adjusting bolt (10) with the broadside (12) of U-shaped steel plate (11) on one side, angle between L shaped steel plate (16) and U-shaped steel plate (11) can be adjusted, screw rod (6), through adjustment bolt (10) mounting hole (14) of L shaped steel plate (16) another side, is used and adjusts bolt (10) adjustment screw rod (6) effective length.
In another embodiment shown in Fig. 5,6, if vibration-isolating platform (3) is distant with roof building structure (5), damping-constraining member (2) also can be arranged on vibration-isolating platform (3) surrounding facade and plane, on vibration-isolating platform (3) top, also can be arranged between three-dimensional diagonal angle, tiltedly fork arranges.It is fixing that screw rod (6) point of intersection between two damping-constraining members (2) arranges rope cramp (17).
Should be appreciated that in not departing from the scope of the present invention, can make multiple combination and change to above-described embodiment.
Claims (5)
1. one kind is hung vibration insulation structure, by hanging damping spring vibration isolator, damping-constraining member, vibration-isolating platform, rubber shock absorber forms, it is characterized in that: hanging damping spring vibration isolator is arranged on roof building structure, vibration-isolating platform is arranged under the screw rod of hanging damping spring vibration isolator, vibratory equipment is arranged on vibration-isolating platform by vibration damper, between screw rod under hanging damping spring vibration isolator and on vibration-isolating platform, damping-constraining member is set, damping-constraining member can be arranged on vibration-isolating platform surrounding facade, arranged in a crossed manner, screw rod point of intersection between two damping-constraining members arranges rope cramp and fixes.
2. suspension vibration insulation structure according to claim 1, is characterized in that: damping-constraining member consists of damping-constraining part, tuning link, screw rod and adjustment bolt.
3. suspension vibration insulation structure according to claim 2, it is characterized in that: damping-constraining part consists of U-shaped steel plate, clamping bolt and elastic damping plate, two side width of U-shaped steel plate are not etc., one side is broadside, two sides of U-shaped steel plate arrange corresponding clamping bolt mounting hole, the broadside of U-shaped steel plate arranges adjustment bolt mounting holes, the screw rod of hanging damping spring vibration isolator is in U-shaped steel plate, between screw rod and U-shaped steel plate, elastic damping plate is set, by clamping bolt and elastic damping plate, screw rod is reliably installed in U-shaped steel plate.
4. suspension vibration insulation structure according to claim 2, it is characterized in that: tuning link consists of two L shaped steel plates that adjustment bolt mounting holes is all set, L shaped steel plate is connected by adjusting bolt with the broadside of U-shaped steel plate on one side, angle between L shaped steel plate and U-shaped steel plate can be adjusted, screw rod, through the adjustment bolt mounting holes of L shaped steel plate another side, is used and adjusts bolt adjustment screw rod effective length.
5. suspension vibration insulation structure according to claim 1, it is characterized in that: if vibration-isolating platform and roof building structure are distant, damping-constraining member also can be arranged on vibration-isolating platform surrounding facade and plane, on vibration-isolating platform top, also can be arranged between three-dimensional diagonal angle, tiltedly fork arranges, and the screw rod point of intersection between two damping-constraining members arranges rope cramp and fixes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210336719.3A CN103603918B (en) | 2012-09-13 | 2012-09-13 | Suspension vibration isolation structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210336719.3A CN103603918B (en) | 2012-09-13 | 2012-09-13 | Suspension vibration isolation structure |
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| CN103603918A true CN103603918A (en) | 2014-02-26 |
| CN103603918B CN103603918B (en) | 2015-04-22 |
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| CN201210336719.3A Active CN103603918B (en) | 2012-09-13 | 2012-09-13 | Suspension vibration isolation structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103868579A (en) * | 2014-03-27 | 2014-06-18 | 海鹰企业集团有限责任公司 | Hanging device for co-oscillating vector hydrophone |
| CN107021418A (en) * | 2017-04-27 | 2017-08-08 | 徐东科 | It is a kind of to use the stable and high straddle truck of security performance |
| CN107143486A (en) * | 2017-07-17 | 2017-09-08 | 安徽工程大学 | Air compressor isolation mounting |
| CN110206846A (en) * | 2019-04-15 | 2019-09-06 | 北京卓立汉光仪器有限公司 | Double frequency damping isolation platform |
| CN111608455A (en) * | 2019-02-22 | 2020-09-01 | 同济大学 | Three-dimensional shock insulation system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0510263A (en) * | 1991-07-03 | 1993-01-19 | Matsushita Refrig Co Ltd | Vibration isolation device for vibration generating device |
| CN1095040A (en) * | 1993-05-13 | 1994-11-16 | 奥蒂斯电梯公司 | The isolation mounting of elevator platform |
| CN101781880A (en) * | 2006-12-26 | 2010-07-21 | 李凤娥 | Sound absorbing-insulating barrier |
| CN101806104A (en) * | 2010-03-31 | 2010-08-18 | 东南大学 | Suspended frequency modulation mass damper |
| CN202811963U (en) * | 2012-09-13 | 2013-03-20 | 厦门嘉达环保建造工程有限公司 | Suspension vibration isolation structure |
-
2012
- 2012-09-13 CN CN201210336719.3A patent/CN103603918B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0510263A (en) * | 1991-07-03 | 1993-01-19 | Matsushita Refrig Co Ltd | Vibration isolation device for vibration generating device |
| CN1095040A (en) * | 1993-05-13 | 1994-11-16 | 奥蒂斯电梯公司 | The isolation mounting of elevator platform |
| CN101781880A (en) * | 2006-12-26 | 2010-07-21 | 李凤娥 | Sound absorbing-insulating barrier |
| CN101806104A (en) * | 2010-03-31 | 2010-08-18 | 东南大学 | Suspended frequency modulation mass damper |
| CN202811963U (en) * | 2012-09-13 | 2013-03-20 | 厦门嘉达环保建造工程有限公司 | Suspension vibration isolation structure |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103868579A (en) * | 2014-03-27 | 2014-06-18 | 海鹰企业集团有限责任公司 | Hanging device for co-oscillating vector hydrophone |
| CN107021418A (en) * | 2017-04-27 | 2017-08-08 | 徐东科 | It is a kind of to use the stable and high straddle truck of security performance |
| CN107143486A (en) * | 2017-07-17 | 2017-09-08 | 安徽工程大学 | Air compressor isolation mounting |
| CN111608455A (en) * | 2019-02-22 | 2020-09-01 | 同济大学 | Three-dimensional shock insulation system |
| CN111608455B (en) * | 2019-02-22 | 2022-02-15 | 同济大学 | Three-dimensional shock insulation system |
| CN110206846A (en) * | 2019-04-15 | 2019-09-06 | 北京卓立汉光仪器有限公司 | Double frequency damping isolation platform |
| CN110206846B (en) * | 2019-04-15 | 2024-06-11 | 北京卓立汉光仪器有限公司 | Dual-frequency damping vibration isolation platform |
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| CN103603918B (en) | 2015-04-22 |
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Address after: Siming District Tian CuO road Xiamen City, Fujian province 361009 136 number one Patentee after: XIAMEN JIADA ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. Address before: Siming District Tian CuO road Xiamen City, Fujian province 361009 136 number one Patentee before: XIAMEN JIADA ENVIROMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |
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