CN201526010U - Shape memory alloy vibration damping lazy halyard apparatus for suspension bridge - Google Patents
Shape memory alloy vibration damping lazy halyard apparatus for suspension bridge Download PDFInfo
- Publication number
- CN201526010U CN201526010U CN2009202460362U CN200920246036U CN201526010U CN 201526010 U CN201526010 U CN 201526010U CN 2009202460362 U CN2009202460362 U CN 2009202460362U CN 200920246036 U CN200920246036 U CN 200920246036U CN 201526010 U CN201526010 U CN 201526010U
- Authority
- CN
- China
- Prior art keywords
- lazy halyard
- suspension bridge
- memory alloy
- alloy wire
- lazy
- 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 - Lifetime
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a shape memory alloy vibration damping lazy halyard apparatus for suspension bridge, belonging to the wind resistance, vibration resistance and damping technical field of bridge engineering. The utility model comprises a lazy halyard, a shape memory alloy wire, a hoop connected with an outer sleeve of the suspension bridge main cable, lazy halyard and shape memory alloy wire exterior hoops, a connecting bolt rod of the main cable exterior sleeve hoop, a connecting bolt hole part of the main cable exterior sleeve hoop, lazy halyard and shape memory alloy wire connection components, and lazy halyard and main beam anchoring terminal components. The lazy halyard and the shape memory alloy wire are connected with the suspension bridge main cable by connecting components with different arrangement forms, thereby improving the integral anti-torsion rigidity of the bridge, meanwhile, the shape memory alloy wire has characteristics of shape memory effect and superelasticity effect under the condition that the suspension bridge main cable and the lazy halyard generate deforming to perform the vibration damping energy consumption, thereby further alleviating the vibration of the bridge, the utility model is especially suitable for energy consumption damping under the actions of hurricane and strong shock. The apparatus has advantages of simple structure, convenient mounting and obvious effect.
Description
Technical field
The utility model relates to a kind of marmem vibration damping lazy halyard device that is used for suspension bridge, belongs to bridge engineering wind resistance and antidetonation and cushion technique field.
Background technology
Suspension bridge is with the cable that the bears pulling force bridge as main supporting member, partly is made up of suspension cable, Sarasota, anchorage, suspension rod, bridge deck etc.Because suspension bridge is bigger than the span ability of beam bridge, in bridge construction, be widely used, be the main bridge type of Longspan Bridge.Along with improving constantly of bridge design and construction level, the span of modern suspension constantly increases, and integral bridge rigidity sharply descends.Length of warping winch as the main supporting member of suspension bridge constantly increases, and it is wide that it is flexible greatly, internal damping is low, intrinsic frequency distributes, and very easily vibrates under the beam tower displacement effect of wind, wind and rain, earthquake and supported end.
The suspension bridge cable cause the mechanism of shaking in a minute complexity.According to the difference of driving source, the main oscillatory type of cable can be divided into two classes: a class is the cable vibration that wind or wind and rain acting in conjunction cause, the another kind of vibration that takes place under beam tower displacement effect for the cable support end.At present, Passive Control is to suppress the main means of cable vibration, and major measure comprises: change the cable surface configuration to change the dynamic characteristics of rope; Tuned mass damper etc. is installed at the important cross section of girder two ends.To the cable on the suspension bridge, use viscoelastic damper to be control appliance usually.Yet simple Passive Control cable vibration is not the optimal selection of vibration isolation, and tuned mass damper is to the vibration isolation DeGrain of Longspan Bridge integral body.For long cable, the vibration that common damper can't provide enough dampings to come control cord probably, thus Passive Control was lost efficacy.So cheap, the diverse in function of development cost, respond well vibration absorber has great engineering significance.
The utility model content
The utility model proposes a kind of marmem vibration damping lazy halyard device that is used for suspension bridge.Marmem in this device is a kind of new function material and intellectual material.Compare with common damping material, it has characteristics such as unique shape memory effect, superelastic effect. utilize the energy-dissipating device of super elastic shape memory alloy effect design to have durability and corrosion resistant performance good, the operating period limit for length allows advantages such as large deformation and distortion can recover.Bear under high wind and the geological process at suspension bridge, this device can be combined to form rope net system with main rope, the distortion and the vibration of restriction cable, increase the damping of cable, improve integral power performance and air force character, dissipation energy effectively, the vibration that alleviates bridge main body, thus guarantee stability, applicability and the safety of bridge.This device has convenient, the comprehensive vibration damping outstanding effect characteristics of construction.
To achieve these goals, the utility model has been taked following technical scheme.The utility model comprises that lazy halyard, shape-memory alloy wire, first cuff that is connected with the main rope of suspension bridge outer sleeve and the external surface that is fixed on first cuff are used for second cuff that lazy halyard passes.Wherein: an end of lazy halyard passes second cuff, and with the clamping anchoring of lazy halyard top, the other end and shape-memory alloy wire are affixed, shape-memory alloy wire is affixed with lazy halyard again, the two connects successively according to this mode, last one is lazy halyard, and the girder or the main push-towing rope of last root lazy halyard and suspension bridge are affixed.
The diameter of described lazy halyard is 0.2～0.5 times of main rope of suspension bridge rope diameter, and material is identical with cable wire material in the main rope of suspension bridge, and the internal diameter of first cuff is 1.0～1.2 times of lazy halyard diameter.
The diameter of described shape-memory alloy wire is 0.02～0.1 times of main rope of suspension bridge rope diameter, and length is more than or equal to 0.2 times of lazy halyard length.
The material of described shape-memory alloy wire is Ni-Ti alloy or Ti-Ni-Pd alloy or Cu-Zn alloy or Cu-Zn-Al alloy, and its intensity should be more than or equal to 0.5 times of lazy halyard intensity.
Through the butt joint of bolt screw rod, banding is on main rope of suspension bridge by two ring-like shaped steel of semicircle for described first cuff, and the internal diameter of first cuff is identical with the main rope of suspension bridge external diameter.
Be connected by connecting elements between described lazy halyard and the shape-memory alloy wire, the structure of described connecting elements is: connecting elements is formed by plural metal ring link, and the metal ring two ends are closely twined affixed with shape-memory alloy wire and lazy halyard respectively; Anchor connection between the girder of described last root lazy halyard and suspension bridge.
The intensity of the anchored end of the intensity of described connecting elements and lazy halyard and girder all is greater than lazy halyard and shape-memory alloy wire 1.5 times of bigger intensity in the two.
To strain when described lazy halyard and shape-memory alloy wire are installed, all not occur negative pulling force in the time of will guaranteeing the main rope of suspension bridge vibration in principle.
Lazy halyard and shape-memory alloy wire can constitute horizontal damping form, and promptly the two mainly connects with two parallel main push-towing ropes of suspension bridge; Also can constitute direction across bridge damping form, promptly the two mainly is connected with the main push-towing rope and the girder of a suspension bridge.Purpose is the whole torsional rigidity that improves suspension bridge.
Compared with prior art, advantage of the present utility model is as follows:
1) the utility model links to each other the original part cable of lazy halyard and suspension bridge, forms new rope web frame system, has improved the torsional rigidity and the stability of suspension bridge.
2) the lazy halyard vibration reducing measure is specially adapted to the overlength guy system of large-span suspension bridge, to suppressing parametric vibration and linear internal resonance in dividing effectively.
3) the utility model adopts shape-memory alloy wire and lazy halyard with good characteristics such as shape memory effect, superelastic effect to form the heavy damping device, further strengthen the energy-dissipating property and the large deformation ability of device, especially be fit to the energy-dissipating and shock-absorbing under hurricane and the severe earthquake action.
4) device does not have complicated structure, and it is convenient to install, and effect is obvious.
Description of drawings
Fig. 1 3-D view of the present utility model;
Fig. 2 the utility model is along the cable cross-sectional view;
Fig. 3 the utility model is along the lazy halyard cross-sectional view;
Lazy halyard that Fig. 4 is of the present utility model and girder anchored end member side sectional view;
One of Fig. 5 horizontal damping form of the present utility model;
Two of Fig. 6 horizontal damping form of the present utility model;
One of Fig. 7 direction across bridge damping of the present utility model form;
Two of Fig. 8 direction across bridge damping of the present utility model form;
Among the figure: 1, lazy halyard, 2, shape-memory alloy wire, 3, first cuff, 4, second cuff, 5, shank of bolt, 6, bolt hole, 7, connecting elements, 8, lazy halyard and girder anchored end member, 9, main rope of suspension bridge, 10, girder of suspension bridge, 11, bellows, 12, spiral bar, 13, constraint circle, 14, presstressed reinforcing steel, 15, anchor slab, 16, extruded sleeve.
The specific embodiment
Describe the specific embodiment of the present utility model in detail below in conjunction with accompanying drawing.
Embodiment 1:
As Fig. 1～shown in Figure 8, present embodiment mainly comprises lazy halyard 1, shape-memory alloy wire 2, first cuff 3, second cuff 4, connecting bolt bar 5, connecting bolt hole part 6, connecting elements 7, lazy halyard and the girder anchored end member 8, the main rope of suspension bridge 9 that link to each other with the main rope of suspension bridge outer sleeve, girder of suspension bridge 10 etc.Wherein: an end of lazy halyard passes second cuff 4, and with the clamping anchoring of lazy halyard top, the other end and shape-memory alloy wire 2 are affixed, shape-memory alloy wire 2 is affixed with lazy halyard again, the two connects successively according to this mode, last one is lazy halyard, and the girder or the main push-towing rope of last root lazy halyard and suspension bridge are affixed.
As shown in Figure 2, first cuff 3 that links to each other with the main rope of suspension bridge outer sleeve is made up of two ring-like shaped steel of semicircle, and its internal diameter is identical with the main rope of suspension bridge external diameter.Two ring-like shaped steel of semicircle are provided with bolt hole 6, and shank of bolt 5 passes bolt hole 6 two shaped steel are docked, and make its banding on main rope of suspension bridge, and second cuff 4 is welded on the external surface of first cuff 3, and the centre is provided with and is used for the hole that lazy halyard 1 passes.After first cuff 3 and 4 welding of second cuff, guarantee the compatible deformation of main rope of suspension bridge, shape-memory alloy wire and lazy halyard.
The diameter of lazy halyard is 0.3 times of main rope of suspension bridge rope diameter, and material is consistent or similar with main rope of suspension bridge cable wire material.Lazy halyard internal diameter outside and the shape-memory alloy wire cuff is 1.0 to 1.2 times of lazy halyard diameter.
The diameter of shape-memory alloy wire is 0.05 times of main rope of suspension bridge rope diameter, and length is more than or equal to 0.2 times of lazy halyard length.Material can be Ni-Ti alloy or Ti-Ni-Pd alloy or Cu-Zn alloy or Cu-Zn-Al alloy, and its intensity should be not less than 0.5 times of lazy halyard intensity.
Lazy halyard is fixedlyed connected by connecting elements 7 with shape-memory alloy wire, and connecting elements 7 structures are: connecting elements 7 is formed by plural metal ring link, and two ends are closely twined affixed with shape-memory alloy wire 2 and lazy halyard 1 respectively.Anchor connection between the girder of last root lazy halyard and suspension bridge, as shown in Figure 4.The intensity of the anchored end member of the intensity of connecting elements 7 and lazy halyard and girder need be greater than lazy halyard and shape-memory alloy wire 1.5 times than hard intensity in the two.
According to actual requirement, lazy halyard both can serve as the interim rope of construction in work progress, also can unify to lay after the bridge floor installation.Should suitably strain when lazy halyard and shape-memory alloy wire are installed, all not occur negative pulling force in the time of should guaranteeing the main rope of suspension bridge vibration in principle.
The present embodiment lazy halyard is connected with main rope of suspension bridge by connector in different arrangement with shape-memory alloy wire, improves the integral bridge torsional rigidity.Simultaneously shape-memory alloy wire has characteristics such as shape memory effect, superelastic effect under the situation that main rope of suspension bridge and lazy halyard deform, and carries out oscillation damping and energy dissipating, further alleviates the vibration of bridge.
Horizontal damping form in the present embodiment, as shown in Figure 5, be that lazy halyard 1 and shape-memory alloy wire 2 are connected the situation between two parallel main push-towing ropes of suspension bridge, at first, the material that guarantees lazy halyard 1 is identical with main rope of suspension bridge cable wire material, and the diameter of lazy halyard 1 is 0.3 times of main rope of suspension bridge rope diameter.Determine the concrete installation site of lazy halyard 1 according to main rope of suspension bridge damping position.Secondly, determine the material and the length of shape-memory alloy wire 2, determine length afterwards respectively near the lazy halyard 1 at suspension bridge cable two ends.
At the damping position of main rope of suspension bridge 9 first cables, shank of bolt 5 passes bolt hole 6 with the outside of first cuff, 3 bandings at first cables of suspension bridge cable 9.Then lazy halyard 1 is pierced into second cuff 4, and the lazy halyard top is clamped anchoring.By connecting elements 7 will near main rope of suspension bridge 9 first cables lazy halyard 1 lower end closely be connected with shape-memory alloy wire 2 upper ends, will guarantee under the bridge normal vibration, not take place relative displacement.Equally, by connecting elements 7 lazy halyard 1 of shape-memory alloy wire 2 lower ends with close main rope of suspension bridge 9 second cables closely is connected.At the damping position of main rope of suspension bridge 9 second cables, use with the connecting bolt bar 5 of cable outer sleeve cuff and connecting bolt hole part 6 cuff 3 at the outside banding of second cables of suspension bridge cable 9.Should apply pretension suitably for shape-memory alloy wire 2 during banding, all not occur negative pulling force in the time of should guaranteeing the main rope of suspension bridge vibration in principle.
Embodiment 2:
The structure of present embodiment is substantially the same manner as Example 1, and difference only is that present embodiment is for direction across bridge damping form, and promptly lazy halyard 1 and shape-memory alloy wire 2 are connected between the main push-towing rope and girder of a suspension bridge, as Fig. 6 ~ shown in Figure 8.
At first, guarantee that the material of lazy halyard 1 is consistent with main rope of suspension bridge cable wire material, the diameter of lazy halyard 1 is 0.2 to 0.5 times of main rope of suspension bridge rope diameter.Determine the concrete installation site of lazy halyard 1 according to main rope of suspension bridge damping position.Secondly, determine the material and the length of shape-memory alloy wire 2, determine length afterwards respectively near the lazy halyard 1 of suspension bridge cable one end and close girder one end.
At the damping position of main rope of suspension bridge 9, use with the connecting bolt bar 5 of main push-towing rope outer sleeve cuff and connecting bolt hole part 6 with cuff 3 banding outside suspension bridge cable 9.Lazy halyard 1 is pierced into lazy halyard and the outside cuff 4 of shape-memory alloy wire, and the top is clamped anchoring.To closely be connected with shape-memory alloy wire 2 upper ends near lazy halyard 1 lower end of suspension bridge cable one end by connecting elements 7, will guarantee under the bridge normal vibration, not take place relative displacement.Equally, by connecting elements 7 lazy halyard 1 upper end of shape-memory alloy wire 2 lower ends with close girder one end closely is connected.At last, with lazy halyard 1 and girder of suspension bridge 10 prestretching anchorings, should suitably strain during anchoring, all not occur negative pulling force in the time of should guaranteeing the main rope of suspension bridge vibration in principle with anchored end member 8.
More than be two exemplary embodiments of the present utility model, but enforcement of the present utility model is not limited thereto.
Claims (7)
1. marmem vibration damping lazy halyard device that is used for suspension bridge comprises: lazy halyard (1), shape-memory alloy wire (2), first cuff (3) that is connected with the main rope of suspension bridge outer sleeve and be fixed on the first cuff external surface and be used for second cuff (4) that lazy halyard (1) passes; Wherein: an end of lazy halyard passes second cuff (4), and with the clamping anchoring of lazy halyard top, the other end and shape-memory alloy wire (2) are affixed, shape-memory alloy wire (2) is affixed with lazy halyard again, the two connects successively according to this mode, last one is lazy halyard, and the girder or the main push-towing rope of last root lazy halyard and suspension bridge are affixed.
2. a kind of marmem vibration damping lazy halyard device that is used for suspension bridge according to claim 1, it is characterized in that: the diameter of described lazy halyard (1) is 0.2～0.5 times of rope diameter in the main rope of suspension bridge, material is identical with cable wire material in the main rope of suspension bridge, and the internal diameter of first cuff (3) is 1.0～1.2 times of lazy halyard (1) diameter.
3. according to claim 1 or the described a kind of marmem vibration damping lazy halyard device that is used for suspension bridge of claim 2, it is characterized in that: the diameter of described shape-memory alloy wire (2) is 0.02～0.1 times of main rope of suspension bridge rope diameter, and length is more than or equal to 0.2 times of lazy halyard length.
4. a kind of marmem vibration damping lazy halyard device that is used for suspension bridge according to claim 1, it is characterized in that: the material of described shape-memory alloy wire (2) is Ni-Ti alloy or Ti-Ni-Pd alloy or Cu-Zn alloy or Cu-Zn-Al alloy, and its intensity should be more than or equal to 0.5 times of lazy halyard (1) intensity.
5. a kind of marmem vibration damping lazy halyard device that is used for suspension bridge according to claim 1, it is characterized in that: described first cuff (3) is docked through the bolt screw rod by two ring-like shaped steel of semicircle, banding is on the main rope of suspension bridge outer sleeve, and the internal diameter of first cuff (3) is identical with the main rope of suspension bridge external diameter.
6. a kind of marmem vibration damping lazy halyard device that is used for suspension bridge according to claim 1, it is characterized in that: be connected by connecting elements (7) between described lazy halyard (1) and the shape-memory alloy wire (2), the structure of described connecting elements (7) is: connecting elements (7) is formed by plural metal ring link, and the metal ring two ends are affixed with shape-memory alloy wire (2) and lazy halyard (1) respectively; Anchor connection between the girder of described last root lazy halyard and suspension bridge.
7. a kind of marmem vibration damping lazy halyard device that is used for suspension bridge according to claim 6 is characterized in that: the intensity of the anchored end of the intensity of described connecting elements (7) and lazy halyard (1) and girder all is greater than lazy halyard (1) and shape-memory alloy wire (2) 1.5 times of bigger intensity in the two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202460362U CN201526010U (en) | 2009-09-25 | 2009-09-25 | Shape memory alloy vibration damping lazy halyard apparatus for suspension bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202460362U CN201526010U (en) | 2009-09-25 | 2009-09-25 | Shape memory alloy vibration damping lazy halyard apparatus for suspension bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201526010U true CN201526010U (en) | 2010-07-14 |
Family
ID=42517300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202460362U Expired - Lifetime CN201526010U (en) | 2009-09-25 | 2009-09-25 | Shape memory alloy vibration damping lazy halyard apparatus for suspension bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201526010U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392422A (en) * | 2011-11-26 | 2012-03-28 | 广州大学 | Reinforcement structure of single-cable-plane cable-stayed bridge |
| EP2636795A1 (en) * | 2012-03-08 | 2013-09-11 | The European Union, represented by the European Commission | A method for protecting taut cables from vibrations |
| CN104594181A (en) * | 2013-10-31 | 2015-05-06 | 索列丹斯-弗莱西奈公司 | Device for damping vibrations in cables of a suspension system of a civil engineering structure |
| CN107338735A (en) * | 2017-06-08 | 2017-11-10 | 东南大学 | The damaged replaceable energy-dissipating device of chain type |
| CN108517956A (en) * | 2018-05-09 | 2018-09-11 | 苏州科技大学 | A kind of rope brace-frame structure and preparation method thereof with fuse |
| CN110373998A (en) * | 2019-06-05 | 2019-10-25 | 长江勘测规划设计研究有限责任公司 | Support device and application method for the forming of Spatial cable systems main rope of suspension bridge |
| CN113958015A (en) * | 2021-10-14 | 2022-01-21 | 北京市建筑设计研究院有限公司 | Structural system for double control of structural vibration and earthquake and design method |
-
2009
- 2009-09-25 CN CN2009202460362U patent/CN201526010U/en not_active Expired - Lifetime
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392422A (en) * | 2011-11-26 | 2012-03-28 | 广州大学 | Reinforcement structure of single-cable-plane cable-stayed bridge |
| CN102392422B (en) * | 2011-11-26 | 2013-04-24 | 广州大学 | Reinforcement structure of single-cable-plane cable-stayed bridge |
| CN104185706B (en) * | 2012-03-08 | 2016-07-06 | 欧洲联盟，由欧洲委员会代表 | A kind of method being used for protecting the cable of tension to avoid vibration |
| RU2606715C2 (en) * | 2012-03-08 | 2017-01-10 | Дзе Юэрепиен Юнион, Репрезентед Бай Дзе Юэрепиен Кемишн | Method for protecting taut cables from vibrations |
| CN104185706A (en) * | 2012-03-08 | 2014-12-03 | 欧洲联盟，由欧洲委员会代表 | Method for protecting taut cables from vibrations |
| JP2015509562A (en) * | 2012-03-08 | 2015-03-30 | ザ ヨーロピアン ユニオン、リプレゼンテッド バイ ザ ヨーロピアン コミッションＴｈｅ Ｅｕｒｏｐｅａｎ Ｕｎｉｏｎ，ｒｅｐｒｅｓｅｎｔｅｄ ｂｙ ｔｈｅ Ｅｕｒｏｐｅａｎ Ｃｏｍｍｉｓｓｉｏｎ | How to protect tension cables from vibration |
| WO2013132059A1 (en) * | 2012-03-08 | 2013-09-12 | The European Union, Represented By The European Commission | A method for protecting taut cables from vibrations |
| KR101564975B1 (en) * | 2012-03-08 | 2015-11-02 | 더 유럽피안 유니언, 레프레젠티드 바이 더 유럽피안 커미션 | A method for protecting taut cables from vibrations |
| EP2636795A1 (en) * | 2012-03-08 | 2013-09-11 | The European Union, represented by the European Commission | A method for protecting taut cables from vibrations |
| CN104594181A (en) * | 2013-10-31 | 2015-05-06 | 索列丹斯-弗莱西奈公司 | Device for damping vibrations in cables of a suspension system of a civil engineering structure |
| CN104594181B (en) * | 2013-10-31 | 2018-12-18 | 索列丹斯-弗莱西奈公司 | For the vibration absorber in the cable of the suspension system of civil engineering structure |
| CN107338735A (en) * | 2017-06-08 | 2017-11-10 | 东南大学 | The damaged replaceable energy-dissipating device of chain type |
| CN107338735B (en) * | 2017-06-08 | 2019-09-10 | 东南大学 | The damaged replaceable energy-consuming device of chain type |
| CN108517956A (en) * | 2018-05-09 | 2018-09-11 | 苏州科技大学 | A kind of rope brace-frame structure and preparation method thereof with fuse |
| CN110373998A (en) * | 2019-06-05 | 2019-10-25 | 长江勘测规划设计研究有限责任公司 | Support device and application method for the forming of Spatial cable systems main rope of suspension bridge |
| CN110373998B (en) * | 2019-06-05 | 2024-04-12 | 长江勘测规划设计研究有限责任公司 | Supporting device for forming main cable of suspension bridge of space cable system and using method |
| CN113958015A (en) * | 2021-10-14 | 2022-01-21 | 北京市建筑设计研究院有限公司 | Structural system for double control of structural vibration and earthquake and design method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101672004B (en) | Shape memory alloy lazy halyard vibration damper for suspension bridge | |
| CN201526010U (en) | Shape memory alloy vibration damping lazy halyard apparatus for suspension bridge | |
| CN201574356U (en) | Viscous damping auxiliary cable device for cable-stayed bridge | |
| Chen et al. | MR damping system on Dongting Lake cable-stayed bridge | |
| CN101660292B (en) | Viscous vibration-absorption auxiliary rope device for cable-stayed bridge | |
| CN102277830B (en) | Cable stayed bridge and vibration-reducing auxiliary cable device for same | |
| CN1327084C (en) | Stayed cable shock attenuation device | |
| CN109914372A (en) | Self-resetting jacket ocean platform structure system based on built-in swinging column | |
| CN209178797U (en) | A kind of bridge earthquake resistance attachment device | |
| CN107327193A (en) | A kind of 3-dimensional metal energy-consumption damper | |
| CN109973323B (en) | Vibration reduction type wind power generation tower | |
| CN109972501A (en) | A kind of Novel swing Self-resetting bridge pier with energy-consuming device and its application | |
| CN109695200B (en) | Generalized acceleration mass damper system for transverse bridge direction and torsional vibration reduction of suspension bridge | |
| CN200949272Y (en) | Dynamic shockabsorbing and energy consumption apparatus capable of reducing high tower structure wind-induced vibration responses | |
| CN101215854A (en) | Beam-column hinged-flection constrained support steel skeleton construction | |
| CN107974926B (en) | Self-balancing bridge damping device that resets | |
| CN109811881B (en) | Full-assembly type frame structure system | |
| CN202047352U (en) | Shock-absorbing elastic-plastic damper for bridge | |
| CN108930346B (en) | Self-resetting swinging wall containing buckling restrained shape memory alloy bars and building | |
| CN110528383A (en) | Without additional vertical force buffer-type inhaul cable damping support saddle | |
| CN114775410A (en) | Limiting self-resetting railway swinging hollow pier with built-in corrugated web damper | |
| CN110159045A (en) | A kind of cylinder anti-seismic structure | |
| CN210086949U (en) | Barrel shock-resistant structure | |
| CN101858112B (en) | Prestressed damping part capable of improving building structural element damp | |
| CN101509281B (en) | Collision type shape memory alloy dissipation energy device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20100714 Effective date of abandoning: 20090925 |