CN1702248A - Curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support - Google Patents
Curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support Download PDFInfo
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- CN1702248A CN1702248A CN 200510085226 CN200510085226A CN1702248A CN 1702248 A CN1702248 A CN 1702248A CN 200510085226 CN200510085226 CN 200510085226 CN 200510085226 A CN200510085226 A CN 200510085226A CN 1702248 A CN1702248 A CN 1702248A
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Abstract
This invention relates to a variable curvature self-reset protecting three-dimensional shock mount, which belongs to the shock insulation control and vibration control fields. The structure of the mount is: coating the frictional layer on the variable curvature chassis and its surface, the lower connection board and the limiting composition board; setting high elastic rubber ring between the chassis and the limiting composition board; setting the slide block in the center of the chassis and applying middle-connection board on it, wherein the convex axial and center arbor is arranged on the middle-connection board, the convex axial is covered the disk spring superposition, and between the superposition is arranged damping material, outside the superposition is covered with steel ring; between the center arbor is arranged damper, the convex axial and center arbor plunge the upper-connection board and have gap distance to the board. The invention can guard and repress horizontal and vertical earthquake wave at the same time, and eliminate the disadvantage of torsion and P-delta effect to the supperstructure, in addition to limiting protection.
Description
Technical field
The present invention relates to a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support, be mainly used in the base isolation of buildings such as house and bridge, also can be used for the vibration isolation and damping of instrument, equipment, belong to structures isolation effect control and vibration control technology field.
Background technology
In the design and construction of bridge, building structure, must consider the influence that earthquake, vibration etc. cause engineering structures.Bearing is a kind of structures isolation effect device of widely applying in the engineering construction, and it not only will give substructure the weight transmitting of the superstructure of building structure, but also will have the effect that subtracts shock insulation.
Shock insulation be in the structural vibration control research the earliest, a most widely used cushion technique.Its basic principle is to make the horizontal rigidity of structural system reduce by earthquake isolating equipment is set, and prolonged its natural vibration period, away from the natural vibration period and the place predominant period of superstructure, thereby the ground motion effective isolation is come, and reaches the effect of damping.Base isolation is that the shock insulation layer is set between superstructure and basis, and the shock isolation system by the shock insulation layer limits and absorbs the seismic energy that imports structure into.Theoretical research and engineering practice show that the base isolation technology is that building is resisted one of most effectual way of earthquake disaster.The existing shock isolating pedestal that is installed between building superstructure and the basis is a lot, common laminated rubber bases as being superimposed and forming by TR thin rubber plate and steel sheet, by sand cushion, stone mill layer, corrosion resistant plate and polyacetal resin is common sliding support of constituting of sliding material or the like, the shortcoming of these shock isolating pedestals or big to material requirements height, manufacture difficulty, or the cost costliness, do not possess automatically reset performance.
At present, in the research of engineering structures shock insulation, Chinese scholars has been carried out a lot of work for the research of horizontal shock insulation, and relates to less to the research of vertical earthquake isolating.It is generally acknowledged that horizontal earthquake starts to control making usefulness to structural damage, therefore the research to shock insulation concentrates on the horizontal shock insulation for a long time, and has obtained a lot of achievements in this respect, and especially lamination steel rubber abutments base isolation technology is used at most.But a large amount of earthquake disasters show that vertical earthquake can not be ignored sometimes to the influence of works, and its effect surpasses horizontal earthquake action sometimes.To near the zone some highly seismic regions and the earthquake centre, vertical seismic components is very obvious, more than 2/3 of the seismic components that is up to the standard sometimes especially.Because the structure vertical rigidity is big, its vertical natural period is close with the vertical seismic wave predominant period, thereby the vertical vibrant characteristic of structure merits attention and studies.
In addition, no matter be in building or bridge employing shock insulation means, common characteristic is exactly to concentrate the generation large deformation to exchange structure for earthquake isolating equipment in the macroseism process to produce less distortion, even still remains in the elastic range.Simultaneously, when earthquake was strong, because the also corresponding increase of energy that low frequency part contains, structural response will obviously increase, when local especially vibration energy concentrates on low-frequency range, and easy and isolation structure generation covibration, structural response can be bigger.Therefore for preventing that the excessive unstable phenomenon that causes rolling of earthquake isolating equipment distortion from taking place, and must carry out limit protection and make it away from the low-frequency resonance zone again it.Therefore, be badly in need of exploitation a kind of can be spacing again can be constantly away from the level and the vertical three-dimensional shock damping and insulation energy dissipating system of resonance zone.
Equally, mechanical oscillation also have a strong impact on safety, the personnel's of structure healthy and people's productive life.Though at present more vibration isolating is arranged, nearly all be one-sided vibration isolator, and bearing capacity is less, lack the three-dimensional isolation passive energy dissipation device of large bearing capacity.
Summary of the invention
The present invention can not isolate with inhibition level and vertical geological process simultaneously in order to overcome prior art, can not automatically reset, can not position limitation protection, can not be constantly away from resonance zone and the little weak point of bearing capacity, improve the isolation property and the scope of application of shock isolating pedestal, prevent the bearing deformation instability; Based on traditional seismic isolation technology, control method and theory of mechanics, propose a kind ofly can to automatically reset, bearing capacity is big, the curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support of active variable and band soft collision position limitation protection of shock insulation cycle.
The invention provides a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support.This bearing mainly includes variable curvature base 1, limiting plate 2, lower connecting plate 3, slide block 4, high-elastic rubber ring 6, friction coatings 7, middle junction plate 9, disk spring composite part 10, steel ring 12, protruding axle 13, central axis bucket 14, upper junction plate 15 and damper 16.Lower connecting plate 3 is arranged on the basis 18, variable curvature base 1 and limiting plate 2 are set on the lower connecting plate 3, variable curvature base 1 is placed in limiting plate 2 inboards, lower connecting plate 3 and limiting plate 2 are fixed with basis 18 by bolt 5; Variable curvature base 1 surface is provided with friction coatings 7, and limiting plate 2 top edges are to projecting inward, and forms groove between the variable curvature base 1, between variable curvature base 1 and limiting plate 2 grooves high-elastic rubber ring 6 is set; Slide block 4 is placed variable curvature base 1 center of surface, and junction plate 9 in fitting on it can freely rotate between slide block 4 and the middle junction plate 9; In affixed protruding axle 13 and central axis bucket 14 on the junction plate 9, be with disk spring composite part 10 on the protruding axle 13, with protruding axle 13 movingly, be provided with damping material 11 between the disk spring composite part 10, disk spring composite part 10 outsides are surrounded by steel ring 12; 14 are provided with damper 16 between the central axis bucket, and damper 16 is connected with upper junction plate 15 with middle junction plate 9 by positioning bolt 8 respectively, and 14 in disk spring composite part 10 and steel ring 12 and central axis bucket leave the space; Damper 16 is connected with upper junction plate 15 with disk spring composite part 10, and protruding axle 13 and central axis bucket 14 stretch into upper junction plate 9, and and upper junction plate 9 between leave the space, make between protruding axle 13, central axis bucket 14 and the upper junction plate 15 movingly; Upper junction plate 15 is fixed in superstructure 17 by bolt 5.
The involutory number of described disk spring composite part 10 is at least two, and 10 groups of numbers of polyphone disk spring composite part are at least two groups.
Described damper 16 can be conventional oil damper or electric current change/MR damper, and damper 16 height are more than or equal to disk spring composite part 10 overall heights, and damper 16 pistons 19 should place damper 16 centre positions.
Described friction coatings 7 can scribble wear resistant resin or polytetrafluoroethylmaterial material.
Described variable curvature base 1 curved surface is the combination of two kinds of curved surfaces, and middle curved surface is the large radius arc curved surface, and two N-Side surfs are oval calotte.
Described slide block 4 is the stainless steel hemispherical, and the circular-arc convex surface in its bottom surface fits in friction coatings 7 closely, and arc radius is consistent with variable curvature base 1 center circle arc surface radius.
Described damper 16, protruding axle 13 and central axis bucket 14 should be more than or equal to nh with upper junction plate 15 spaces, and n is disk spring composite part 10 polyphone group numbers here, and h is every group of distance between the disk spring composite part 10.
Described steel ring 12 should be more than or equal to nh with upper junction plate 15 distances, and n is disk spring composite part 10 polyphone group numbers here, and h is every group of distance between the disk spring composite part 10.
The thickness of described high-elastic rubber ring 6 should be greater than the recess width of 2 of variable curvature base 1 and limiting plates.
Operating principle of the present invention is as described below: when being subjected under the wind action, keep transfixion owing to the frictional force between slide block 4 and the friction coatings 7 makes slide block 4 can not overcome maximum static friction force, thereby can effectively control distortion and the stability of superstructure 17 under wind action; Do the time spent when being subjected to little shake or middle shake, slide block 4 overcomes the middle circle arc surface that maximum static friction force begins on friction coatings 7 and slides, because the circular arc camber radius is big and structure level is only relevant with the circular arc camber radius of curvature natural vibration period, therefore the building level prolongs natural vibration period, effectively isolate and suppressed the level ground motion, and by the frictional force seismic energy that dissipated; Equally, under geological process, damper 16 and disk spring composite part 10 are also in company with vertical ground motion compression and stretching, prolonged building vertical natural vibration period, effectively isolate and suppressed vertical ground motion, and the damper 16 of 14 in the damping material 11 by 10 of disk spring composite parts and central axis bucket effectively absorbs and the vertical seismic energy that dissipated; Low-frequency component in meeting with seismic wave or when shaking greatly, slide block 4 slide displacements continue to increase, in the time of on sliding into oval calotte, because oval calotte curvature constantly changes, cause the shock insulation cycle constantly to change, and slider displacement is big more, the shock insulation cycle is long more, thereby, reduced the over-large displacement of slide block 4 effectively away from the low-frequency resonance district; If but slide block 4 displacements are excessive; when surpassing the limited field of variable curvature base 1; the soft collisions protection takes place in 4 of slide blocks and high-elastic rubber ring 6; prevented that effectively earthquake isolating equipment is owing to big shake or the low-frequency excitation excessive roll unstable phenomenon generation that causes of distortion down; the seismic energy that dissipated, and prevented the adverse effect of hard collision to superstructure 17.
The invention has the advantages that this bearing can be used for isolating the civil engineering structure vibrations that cause with inhibition level and vertical seismic wave, significantly improves the earthquake resistant engineering ability, and is applied widely.Its concrete advantage is as follows:
1. this bearing has suitable rigidity of three-dimensional and damping capacity simultaneously, and single bearing bearing capacity is big, and bearing capacity, rigidity and damping are adjusted easily.
2. this bearing can be from horizontal reset under the effect of superstructure self gravitation, and can prevent effectively that upper building from reversing and P-Δ effect.
3. this bearing level and vertical deformation ability are good, simple in structure, and long service life is resistance to worn, stable performance, and processing and fabricating is easy.
Description of drawings
Fig. 1 is the structural representation of an embodiment of the present invention;
Fig. 2 is the A-A sectional drawing of Fig. 1 of the present invention;
Fig. 3 is the B-B sectional drawing of Fig. 1 of the present invention;
Fig. 4 is variable curvature base 1 a curved surface schematic diagram among Fig. 1 of the present invention;
Among the figure 1, the variable curvature base, 2, limiting plate, 3, lower connecting plate, 4, slide block, 5, bolt, 6, high-elastic rubber ring, 7, friction coatings, 8, positioning bolt, 9, middle junction plate, 10, the disk spring composite part, 11, damping material, 12, steel ring, 13, protruding axle, 14, central axis bucket, 15, upper junction plate, 16, damper, 17, superstructure, 18, the basis, 19, piston.
The specific embodiment
Technical scheme according to Fig. 1～a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support of the present invention shown in Figure 4 is an one with component-assembled commercially available and design processing, realizes this bearing.In this bearing, all adopt conventional bolt, thread connecting mode between each parts.
In the present embodiment, the involutory number of disk spring composite part 10 is two, and 10 groups of numbers of polyphone disk spring composite part are two groups; Damper 16 is the conventional oil damper, and damper 16 height are greater than disk spring composite part 10 overall heights, and piston 19 places damper 16 centre positions; Friction coatings 7 is wear-resisting polytetrafluoroethylmaterial material; Damper 16, protruding axle 13 and central axis bucket 14 and upper junction plate 15 spaces are greater than nh; Steel ring 12 and upper junction plate 15 distances are more than or equal to nh; The thickness of high-elastic rubber ring 6 is the recess width of 2 of the variable curvature base 1 of twice and limiting plates; Variable curvature base 1 circular arc camber radius R=1 meter, both sides oval calotte major axis a=0.3 rice, b=0.09 rice, as shown in Figure 4.
Claims (10)
1. curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support is characterized in that: this bearing mainly is made up of variable curvature base (1), limiting plate (2), lower connecting plate (3), slide block (4), high-elastic rubber ring (6), friction coatings (7), middle junction plate (9), disk spring composite part (10), steel ring (12), protruding axle (13), central axis bucket (14), upper junction plate (15) and damper (16); Wherein, lower connecting plate (3) is arranged on the basis (18), variable curvature base (1) and limiting plate (2) are set on the lower connecting plate (3), and variable curvature base (1) is placed in limiting plate (2) inboard, by bolt (5) lower connecting plate (3) and limiting plate (2) is fixed with basis (18); Variable curvature base (1) surface is provided with friction coatings (7), and limiting plate (2) top edge is to projecting inward, and forms groove between the variable curvature base (1), between variable curvature base (1) and limiting plate (2) groove high-elastic rubber ring (6) is set; Slide block (4) is placed variable curvature base (1) center of surface, and junction plate (9) in fitting on it can freely rotate between slide block (4) and the middle junction plate (9); Middle junction plate (9) is gone up affixed protruding axle (13) and central axis bucket (14), be with disk spring composite part (10) on the protruding axle (13), with protruding axle (13) movingly, be provided with damping material (11) between the disk spring composite part (10), disk spring composite part (10) outside is surrounded by steel ring (12); (14) are provided with damper (16) between the central axis bucket, and damper (16) is connected with upper junction plate (15) with middle junction plate (9) by positioning bolt (8) respectively, leaves the space between disk spring composite part (10) and steel ring (12) and central axis bucket (14); Damper (16) is connected with upper junction plate (15) with disk spring composite part (10), protruding axle (13) and central axis bucket (14) stretch into upper junction plate (9), and and upper junction plate (9) between leave the space, make between protruding axle (13), central axis bucket (14) and the upper junction plate (15) movingly; Upper junction plate (15) is fixed in superstructure (17) by bolt (5).
2. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1 is characterized in that: the involutory number of disk spring composite part (10) is at least two, and polyphone disk spring composite part (10) group number is at least two groups.
3. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1; it is characterized in that: damper (16) can be conventional oil damper or electric current change/MR damper; damper (16) height is more than or equal to disk spring composite part (10) overall height, and damper (16) piston (19) should place damper (16) centre position.
4. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1 is characterized in that: friction coatings (7) can scribble wear resistant resin or polytetrafluoroethylmaterial material.
5. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1 is characterized in that: variable curvature base (1) curved surface is the combination of two kinds of curved surfaces, and middle curved surface is the large radius arc curved surface, and two N-Side surfs are oval calotte.
6. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1; it is characterized in that: described slide block (4) is the stainless steel hemispherical; the circular-arc convex surface in its bottom surface fits in friction coatings (7) closely, and arc radius is consistent with variable curvature base (1) center circle arc surface radius.
7. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1; it is characterized in that: junction plate (9) is the circular arc concave surface with slide block (4) joint place curved surface in described; the same slide block of arc radius (4) upper surface arc radius, slide block (4) upper surface sphere fits in middle junction plate (9) circular arc concave surface closely.
8. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1 and 2; it is characterized in that: damper (16), protruding axle (13) and central axis bucket (14) should be more than or equal to nh with upper junction plate (15) space; here n is disk spring composite part (a 10) polyphone group number, and h is the distance between every group of disk spring composite part (10).
9. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1 and 2; it is characterized in that: steel ring (12) should be more than or equal to nh with upper junction plate (15) distance; here n is disk spring composite part (a 10) polyphone group number, and h is the distance between every group of disk spring composite part (10).
10. a kind of curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support according to claim 1 is characterized in that: the thickness of high-elastic rubber ring (6) is greater than the recess width between variable curvature base (1) and limiting plate (2).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510085226 CN1702248A (en) | 2005-07-22 | 2005-07-22 | Curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support |
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| CN 200510085226 CN1702248A (en) | 2005-07-22 | 2005-07-22 | Curvature variable self-reset and protection three-dimensional shock damping and insulation energy dissipating support |
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| WO2011160438A1 (en) * | 2010-06-22 | 2011-12-29 | 林荣宇 | Anti-earthquake system with momentary actuating mechanism for building |
| CN102900153A (en) * | 2012-10-25 | 2013-01-30 | 中国十七冶集团有限公司 | Three-dimensional lead extrusion bearing capable of insulating shock and dissipating energy |
| CN103216021A (en) * | 2013-04-10 | 2013-07-24 | 燕山大学 | Hydraulic pulse-type vertical shock isolating device |
| CN103774772A (en) * | 2014-01-29 | 2014-05-07 | 中国航空规划建设发展有限公司 | Method for controlling torsion of base isolation structure |
| CN106049686A (en) * | 2016-07-28 | 2016-10-26 | 同济大学 | Three-dimensional shock insulation support with quasi-zero stiffness characteristic |
| CN107060129A (en) * | 2017-06-15 | 2017-08-18 | 金陵科技学院 | One kind damping shock isolating pedestal |
| CN107165301A (en) * | 2017-07-07 | 2017-09-15 | 西京学院 | A kind of magnetorheological piezoelectricity vibration isolating suspension of controllable intellectualized |
| CN107327194A (en) * | 2017-08-11 | 2017-11-07 | 清华大学 | A kind of brace type negative stiffness frcition damper |
| CN107975158A (en) * | 2017-11-29 | 2018-05-01 | 南阳理工学院 | A kind of multidimensional earthquake damping and isolating mechanism |
| CN108266611A (en) * | 2018-03-19 | 2018-07-10 | 西安建筑科技大学 | A kind of three-dimensional friction-pendulum shock-insulation support |
| CN108517979A (en) * | 2018-02-26 | 2018-09-11 | 北京建筑大学 | A kind of damping device and its installation method |
| CN108953449A (en) * | 2018-09-27 | 2018-12-07 | 丰和营造集团股份有限公司 | A kind of novel spring structure shock absorber |
| CN109763581A (en) * | 2019-03-06 | 2019-05-17 | 李鑫 | Building structure basic module with three-dimensional isolation vibration damping |
| CN109881784A (en) * | 2019-01-22 | 2019-06-14 | 上海大学 | A kind of cambered surface slide type three-dimensional shock isolation support |
| CN110005070A (en) * | 2019-04-30 | 2019-07-12 | 天津大学 | A kind of intelligence adjusting three-dimensional shock isolation support |
| CN110005071A (en) * | 2019-04-30 | 2019-07-12 | 天津大学 | A kind of vertical adjustment shock isolating pedestal |
| CN110835886A (en) * | 2019-09-05 | 2020-02-25 | 中国建筑第四工程局有限公司 | Pier damping device |
| CN112523363A (en) * | 2020-10-28 | 2021-03-19 | 清华大学 | Three-dimensional vibration isolation support |
| CN112682457A (en) * | 2021-01-07 | 2021-04-20 | 天津城建大学 | Vibration isolation/vibration support |
| CN112982715A (en) * | 2021-05-19 | 2021-06-18 | 湖南大学 | Three-dimensional shock isolation device based on four-bar structure |
| CN114427191A (en) * | 2022-03-07 | 2022-05-03 | 广州大学 | Arch bridge type tensile conical variable-curvature variable-friction pendulum shock insulation support |
| CN114790785A (en) * | 2022-03-09 | 2022-07-26 | 广州大学 | Large-bearing-capacity high-energy-consumption three-dimensional shock insulation support suitable for building structure |
| CN115928887A (en) * | 2022-12-13 | 2023-04-07 | 华侨大学 | Tire shock insulation support |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| WO2011160438A1 (en) * | 2010-06-22 | 2011-12-29 | 林荣宇 | Anti-earthquake system with momentary actuating mechanism for building |
| CN102900153A (en) * | 2012-10-25 | 2013-01-30 | 中国十七冶集团有限公司 | Three-dimensional lead extrusion bearing capable of insulating shock and dissipating energy |
| CN102900153B (en) * | 2012-10-25 | 2014-08-06 | 中国十七冶集团有限公司 | Three-dimensional lead extrusion bearing capable of insulating shock and dissipating energy |
| CN103216021A (en) * | 2013-04-10 | 2013-07-24 | 燕山大学 | Hydraulic pulse-type vertical shock isolating device |
| CN103216021B (en) * | 2013-04-10 | 2016-01-06 | 燕山大学 | Pulse-type vertical earthquake isolating equipment |
| CN103774772A (en) * | 2014-01-29 | 2014-05-07 | 中国航空规划建设发展有限公司 | Method for controlling torsion of base isolation structure |
| CN103774772B (en) * | 2014-01-29 | 2016-01-20 | 中国航空规划设计研究总院有限公司 | A kind of method controlling base isolation structure and reverse |
| CN106049686A (en) * | 2016-07-28 | 2016-10-26 | 同济大学 | Three-dimensional shock insulation support with quasi-zero stiffness characteristic |
| CN107060129A (en) * | 2017-06-15 | 2017-08-18 | 金陵科技学院 | One kind damping shock isolating pedestal |
| CN107060129B (en) * | 2017-06-15 | 2022-04-22 | 金陵科技学院 | Damping shock insulation support |
| CN107165301A (en) * | 2017-07-07 | 2017-09-15 | 西京学院 | A kind of magnetorheological piezoelectricity vibration isolating suspension of controllable intellectualized |
| CN107165301B (en) * | 2017-07-07 | 2019-02-05 | 西京学院 | A kind of magnetorheological piezoelectricity vibration isolating suspension of controllable intellectualized |
| CN107327194A (en) * | 2017-08-11 | 2017-11-07 | 清华大学 | A kind of brace type negative stiffness frcition damper |
| CN107975158A (en) * | 2017-11-29 | 2018-05-01 | 南阳理工学院 | A kind of multidimensional earthquake damping and isolating mechanism |
| CN107975158B (en) * | 2017-11-29 | 2019-07-05 | 南阳理工学院 | A kind of multidimensional earthquake damping and isolating mechanism |
| CN108517979A (en) * | 2018-02-26 | 2018-09-11 | 北京建筑大学 | A kind of damping device and its installation method |
| CN108266611A (en) * | 2018-03-19 | 2018-07-10 | 西安建筑科技大学 | A kind of three-dimensional friction-pendulum shock-insulation support |
| CN108953449A (en) * | 2018-09-27 | 2018-12-07 | 丰和营造集团股份有限公司 | A kind of novel spring structure shock absorber |
| CN109881784A (en) * | 2019-01-22 | 2019-06-14 | 上海大学 | A kind of cambered surface slide type three-dimensional shock isolation support |
| CN109763581A (en) * | 2019-03-06 | 2019-05-17 | 李鑫 | Building structure basic module with three-dimensional isolation vibration damping |
| CN109763581B (en) * | 2019-03-06 | 2023-04-11 | 李鑫 | Building structure foundation module with three-dimensional shock insulation and vibration reduction |
| CN110005071A (en) * | 2019-04-30 | 2019-07-12 | 天津大学 | A kind of vertical adjustment shock isolating pedestal |
| CN110005070A (en) * | 2019-04-30 | 2019-07-12 | 天津大学 | A kind of intelligence adjusting three-dimensional shock isolation support |
| CN110835886A (en) * | 2019-09-05 | 2020-02-25 | 中国建筑第四工程局有限公司 | Pier damping device |
| CN112523363A (en) * | 2020-10-28 | 2021-03-19 | 清华大学 | Three-dimensional vibration isolation support |
| CN112523363B (en) * | 2020-10-28 | 2022-03-08 | 清华大学 | Three-dimensional vibration isolation support |
| CN112682457A (en) * | 2021-01-07 | 2021-04-20 | 天津城建大学 | Vibration isolation/vibration support |
| CN112982715A (en) * | 2021-05-19 | 2021-06-18 | 湖南大学 | Three-dimensional shock isolation device based on four-bar structure |
| CN112982715B (en) * | 2021-05-19 | 2021-07-23 | 湖南大学 | Three-dimensional shock isolation device based on four-bar structure |
| CN114427191A (en) * | 2022-03-07 | 2022-05-03 | 广州大学 | Arch bridge type tensile conical variable-curvature variable-friction pendulum shock insulation support |
| CN114790785A (en) * | 2022-03-09 | 2022-07-26 | 广州大学 | Large-bearing-capacity high-energy-consumption three-dimensional shock insulation support suitable for building structure |
| CN115928887A (en) * | 2022-12-13 | 2023-04-07 | 华侨大学 | Tire shock insulation support |
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