CN1842631A - Device for stabilizing supporting structure - Google Patents
Device for stabilizing supporting structure Download PDFInfo
- Publication number
- CN1842631A CN1842631A CNA2005800009950A CN200580000995A CN1842631A CN 1842631 A CN1842631 A CN 1842631A CN A2005800009950 A CNA2005800009950 A CN A2005800009950A CN 200580000995 A CN200580000995 A CN 200580000995A CN 1842631 A CN1842631 A CN 1842631A
- Authority
- CN
- China
- Prior art keywords
- adapter
- tension part
- supporting
- stabilizing component
- spring
- 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.)
- Granted
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0237—Structural braces with damping devices
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/028—Earthquake withstanding shelters
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention relates to a system for stabilizing supporting structures for machines, installations, buildings and other constructions. Said system simultaneously reinforces corresponding constructions and stabilizes them against oscillations as they are especially caused by earthquakes. For this purpose, adjacent supporting elements are braced with each other by means of tensioning ropes, tensioning rods or beam ties. According to the invention, at least one monoaxially acting auxiliary element is interposed between the tensioning elements and is configured as a parallel arrangement between at least one spring and at least one viscous or viscoelastic damper. The tensioning elements which brace the supporting elements with each other and the one or more auxiliary elements interposed between them are combined to give a stabilization unit in which the tensioning elements and the one or more auxiliary elements are connected in series with respect to each other. According to the invention, the auxiliary elements generate a prestress for the tensioning elements.
Description
Technical field
The present invention relates to a kind of device that is used for stabilizing supporting structure, described supporting construction is used for machine, equipment, building and other structure.The device of being advised is used to strengthen corresponding structure simultaneously and stablizes described structure when running into especially because of seimic vibration.Preferably be used for stable framework by device of the present invention.
Background technology
Especially known to girth member static stability supporting construction in builing industry since ancient times, the frame construction of highrise building for example, wherein corresponding girth member helps the load of relief features.Especially commonly used in this respect is the what is called " support triangle shape " or the bracing means of frame construction by the diagonal brace of diagonal angle layout, and these diagonal braces are added in the corresponding supporting construction zero loadly.Also known high structure for example iron tower are stablized by guy wire or nutted rod.Although above-mentioned measure is being to be indispensable in many cases very effectively and thus aspect the diverse supporting construction of static stability, yet when the dynamic load that can record because of seimic judder for example occurring, they are just effective conditionally.At least can not realize stablizing in the face of dynamic load by above-mentioned measure, can not realize that perhaps the frame construction that structural member is for example only had a diagonal brace carries out stablizing of a unit single shaft.Exactly, in order to obtain certain stabilization when the dynamic load, require in pairs and the corresponding girth member of reversed arrangement, for example pull bar each other.Fig. 9 has represented this one type of prior art syringe of a kind of corresponding embodiment for example.By US 62 333 884 B1 a kind of similar with it scheme is disclosed also.
For protection structure when facing for example by seimic vibration, the past has advised adopting various dampers, especially viscous damper.By WO 01/73238 A2 a kind of corresponding scheme that is arranged in the damper in the frame construction diagonally that comprises is disclosed for example.Yet the shortcoming that the scheme of being introduced exists is, load for alternation between especially typically drawing and press when the earthquake actually, it must design very solidly, in order that make the danger of buckling that produces when the fixture of damper or damper and structural connection are stressed load keep very for a short time.This strong designing requirement causes high expense when using described scheme.In addition, damper strengthens not contribution for the static(al) of supporting construction.Exactly, for example to establish independent girth member in other frameworks in frame structures as the shown in Figure 5 of cited file on the supporting construction for this purpose.
Summary of the invention
The purpose of this invention is to provide a kind of scheme, it aspect statics and the kinetics aspect can both be effectively stabilizing supporting structure economically still however.
This purpose has the device of main claim feature to reach by a kind of.Provide by the favourable design of device of the present invention and further develop by dependent claims.
Be used for stabilizing supporting structure by device of the present invention, supporting construction is used for industrial object, as machine, equipment, building or other structure.By this device those supporting constructions of being made up of supporting member are stablized, supporting member is designed to column or crossbeam and/or constitutes a frame construction.Supporting member adjacent one another are in the known manner here tightens up mutually as guy wire, nutted rod or pull bar by tension part.But, arranging adapter at least one single shaft effect, that be designed to parallel operation between at least one spring and at least one viscosity or viscoelastic damper between these tension parts by the present invention.The tension part that supporting member is tightened up mutually and be arranged in described adapter between them constitutes a stabilizing component by the present invention.In the stabilizing component inside that so constitutes, tension part and described adapter are connected mutually.By adapter tension part is caused a kind of pretension by important mode of the present invention here.Therefore stabilizing component is configured for the static(al) bracing means of supporting construction, even when running into for example seimic vibration and cause strong dynamic load, it also can work to subdue load.By pretension wire rope or pull bar, when geological process, can in stabilizing component, not form any pressure.Therefore, by the damping and the spring rigidity of the stabilizing component that constitutes by device of the present invention, also can work by favourable mode, because just increase or reduce quiet pulling force by seismic forces in stress alternation (conversion between drawing and pressing) time.General do not need complicated other additional pressurized bracing means of stabilizing component flexing when preventing pressurized.Simultaneously, the pretension tension part impels the rigidity of stabilizing component or load-bearing capacity to help to subdue the load that seismic forces causes.Therefore, stabilizing component also becomes (static(al)) bracing means.Effectively improve system damping and the SR that is used to absorb seismic forces.
Be arranged in the described spring of the adapter between the tension part, can relate to helical compression spring by a kind of possible design form of the present invention.Here, being connected by a connector that is subjected to the pressure of helical compression spring between a tension part and this adapter realizes that connector turns to this pressure and be delivered on the tension part as pulling force.
But, the described spring of an adapter can be designed as tension spring equally, at this moment, being connected by a connector between a tension part and this adapter realizes, by this connector the effect pulling force thereon of tension spring be we can say to be directly delivered on the tension part.
There are various possibilities equally in the connection of relevant stabilizing component in by the scope of device of the present invention.For example stabilising arrangement can be connected to each other the supporting member of a frame construction.In this respect by a kind of designability that great practical significance is arranged, constitute the diagonal angle bracing means of the framework of frame construction by stabilizing component, wherein, stabilizing component preferably is connected to each other two angle points of framework.
But also can be designed as by device of the present invention, order relates to some members of the supporting construction of different industrial objects by an interconnected supporting member adjacent one another are of stabilizing component, that is for example relates to the column of two building frame structures arranged side by side.
Description of drawings
Should describe the present invention again in detail by embodiment below.Expression in the accompanying drawings:
Fig. 1 is by first kind of form of implementation schematic diagram of device of the present invention;
The another kind of possible form of implementation schematic diagram of Fig. 2;
The remodeling of those forms of implementation that Fig. 3-5 represents previously or their combinatory possibility;
The possibility that Fig. 6-8 connects on supporting construction by device of the present invention;
Fig. 9 is by a kind of device schematic diagram that is used to strengthen supporting construction of prior art;
A kind of scheme schematic diagram that is used for stablizing structure during by the known vibration that causes in the face of therefore shake of prior art of Figure 10.
The specific embodiment
Fig. 1 and 2 represents by the possible form of implementation of device of the present invention with schematic diagram respectively.Equally schematically be illustrated in Fig. 9 and 10 with their corresponding devices, what Fig. 9 and 10 represented is used for stablizing structure on the one hand by the prior art known devices, and is used to protect structure on the other hand when earthquake causes vibration.For understand to adopt the effect that reaches by device of the present invention better, should at first be briefly described in Fig. 9 and 10, schematically illustrate by the prior art known devices.Fig. 9 schematically illustrates the supporting construction 7 that is designed to frame construction 10, girth member 11,11 ' for example corresponding diagonal brace static stabilities that it is arranged by the diagonal angle.As preface had been emphasized, the corresponding device thereof that diagonal brace inserts in the supporting construction zero loadly had confirmed for static stability beyond doubt reliably already.Yet can not meet the demands aspect the dynamic load accepting, because a kind of such frame construction 10 is only stablized by the girth member 11 of a single shaft effect.Exactly, as shown in Figure 9, need to arrange in pairs and oppositely corresponding girth member 11,11 '.Even but take this measure, in the face of for example seimic dynamic vibration, still can only provide a kind of more small and weak protection.
Figure 10 schematically illustrates the known device of being quoted by preface that is used for dynamic stability structure and so on of prior art.Here, in a supporting construction 7 that is designed to frame construction 10 equally, at pack in the device at diagonal angle basically preferably a viscosity or a viscoelastic damper 12.Yet do not provide any static(al) humidification by this damper 12.When in the face of the load of conversion between drawing and pressing, they especially bring bigger flexing danger under the situation of pressing load, in order to reach in this case enough stability is arranged, and require to design damper 12 very powerful.In order to derive the static(al) that causes by structure itself, illustrated damper 12 does not have benifit to this, so will establish independent girth member for this reason.
Relative therewith, by as two kinds of possible schemes representing among Fig. 1 and 2 illustrated by measure of the present invention, not only by static viewpoint but also by dynamic (dynamical) viewpoint, reach simultaneously very effectively stabilizing supporting structure 7,7 '.In addition, this device has very simply design, this simple design can be produced and assemble device on the one hand economically, and device can be very simply adapted with different established condition and requirement, and the supporting system that for example also can equip existing structure or machine again.Is common by basic principle of the present invention to two kinds of schemes.In view of the above, structure stable by tension part 1,1 ' realize as pull bar or tie rod, viscoelastic adapter 2,2 of arrangement between them ', that is be arranged in parallel a spring 3,3 ' and viscosity or viscoelastic damper 4, wherein, tension part 1,1 ' by adapter 2,2 ' pretension.The difference of these two kinds of schemes that schematically illustrate is, uses tension spring 3 in the design of pressing Fig. 1, and in press the scheme of Fig. 2 employing helical compression spring 3 '.Therefore, guy wire or nutted rod 1,1 ' between set viscoplasticity adapter 2,2 ', connect in a different manner as shown in the figure.Press the scheme of Fig. 1, adapter 2 and tension part 1,1 ' be connected to each other by connector 5,6, they can be described as the pulling force of tension spring and are directly delivered on the tension part.Otherwise, in pressing the form of implementation of Fig. 2, connector 5 ', 6 ' cause power to turn to, that is to say by connector 5 ', 6 ' will by compression spring 3 ' the be applied to pressure on them turn to for pulling force be delivered to tension part 1,1 ' on, this pulling force stipulated tension part 1,1 ' pretension.In these figure provided by the present invention, in fact symbol 3 and 3 ' and symbol 4 also spring 3,3 ' and damper 4 of being arranged in parallel in groups of expression in case of necessity relates to corresponding group with suitable geometry of fitting each other.
By the present invention will be used for stabilizing supporting structure 7,7 ' device be designed to, tighten up supporting construction 7,7 ' adjacent supports 8,9,9 ', 10,10 ' tension part 1,1 ' between arrange at least one viscoelastic adapter 2,2 ', and adapter is connected with them to constitute a stabilizing component.Obviously can provide possibility establish a stabilizing component inside more a plurality of viscoelastic adapters 2,2 '.The tension part of in Fig. 1 and 2, representing in case of necessity 1,1 ' and adapter 2,2 ' between the scheme that connects also can make up mutually.By the corresponding possibility of Fig. 3 to 5 explanation.
With parts design separately by device of the present invention, that is for example pull bar 1,1 ', 1 " length and thickness, viscoplasticity adapter 2,2 ' described spring 3,3 ' pretightning force or the size of spring constant or its damper 4; depend on established condition separately; as supporting construction 7,7 ' pattern with the infield and expect that the load that produces is the same; depend on the factor of enumerating; the mode of installing for this device and and main system; that is with described supporting construction 7,7 ' be connected, different possibility or requirements is provided.The possibility that can not regard restriction as that schematically illustrates in Fig. 6 to 8 can be used as example.
Two kinds of Fig. 6 and 7 expressions will by device of the present invention be the supporting member 8,9 of the supporting construction 7 of frame construction 10, the possibility that 9 ' diagonal angle is connected in form, their difference is the selection or the position of tie point between supporting construction 7 and the stabilizing component.By two angle points of Fig. 6, and be connected by Fig. 7 stabilizing component on the longitudinal side of two adjacent one another are and interconnected supporting members 8,9 of supporting construction 7 by stabilizing component connecting frame structure 10 frameworks of pull bar and adapter 2,2 ' constitute.Fig. 8 for example expression by by tension part 1,1 ' with the stabilizing component that adapter 2 constitutes flatly be connected the supporting construction 7,7 of two different industrial objects or frame construction ', for example connect two high buildings or pylon, or connect a high building and a pylon.
Except simple in structure and cause thus the low use cost, also be following advantages by the characteristic of device of the present invention:
-because this device can bear stress alternation (drawing and pressing Transforms), so for System or industrial object such as the earthquake-proof of building, are equipped with an enhanced field or in case of necessity by many A framework in the frame structure of individual latticed interconnected system framework is just enough.
-can by the stabilizing component of combination tension part and (a plurality of) viscoplasticity adapter formation To act near the of frame joint and usually not need as by the known scheme of prior art In other such special bracing means.
-when correct design, significantly improve the shock resistance of structure.
-this device can use maybe in new building can be used in the existing structure earthquake-proof (Erdbebenert ü chtigung).
-directed inoperative at the damper time space that adopts the single shaft effect. Therefore can reach Level or vertical enhancing the to supporting structure.
-device or whole system are easy to dynamic analog. When using, reality produces additional quiet bearing Lotus, they often are in poised state.
-this device is easy to assembling. Usually do not need to take a large amount of addition thereto. Usually do not change The supporting system or the supporting structure that exist, but only replenished by additional rigidity and damping.
-this installs pure passive work.It does not need special energy supply and controlling organization.
-this device is almost non-maintaining and do not wear and tear.
-it is contemplated that for example at different pretightning force standardization.
-based on above-mentioned these advantages, this device can use aspect a lot.
The Reference numeral list
1,1 ', 1 " tension part (guy wire, nutted rod, tension band, pull bar)
2,2 ' adapter
3 tension springs
3 ' (spiral) compression springs
4 viscosity or viscoelastic damper
5,6 connectors
5 ', 6 ' connector
7,7 ' supporting construction
8 crossbeams
9,9 ' column
10,10 ' frame construction
11 girth members
12 dampers
Claims (7)
1. be used for stabilizing supporting structure (7,7 ') device, described supporting construction is used for industrial object, as machine, equipment, building or other structure, their supporting construction (7,7 ') form by supporting member, supporting member is designed to column (9,9 ') or horizontal gird (8) and/or constitute a frame construction (10,10 '), wherein, supporting member (8 disposed adjacent one another, 9,9 ', 10,10 ') by tension part (1,1 ', 1 "); as guy wire; nutted rod or pull bar tighten up mutually; it is characterized by: these tension parts (1; 1 '; 1 ") between arrange at least one single shaft effect, be designed at least one spring (3,3 ') and at least one viscosity or viscoelastic damper (4) between the adapter (2 of parallel operation, 2 '), and, with supporting member (8,9,9 ', 10,10 ') tension part (1 that tightens up mutually, 1 ', 1 ") and be arranged in described adapter between them (2; 2 ') constitute a stabilizing component; in stabilizing component inside; tension part (1; 1 '; 1 ") and described adapter (2,2 ') mutually the series connection and by adapter (2,2 ') to tension part (1,1 ', 1 ") cause a kind of pretension; thus by stabilizing component be configured for supporting construction (7; 7 ') a static(al) bracing means; even by seimic strong dynamic load for example the time, it also can work to subdue load.
2. according to the described device of claim 1, it is characterized by: the described spring (3 ') of an adapter (2 ') is designed to helical compression spring, wherein, a tension part (1,1 ', realize being connected between 1 ") and this adapter (2 ') by a connector that is subjected to the pressure of helical compression spring (3 ') (5 ', 6 '), connector this pressure is turned to and as pulling force be delivered to tension part (1,1 ', on 1 ").
3. according to the described device of claim 1, it is characterized by: the described spring (3) of an adapter (2) is designed to tension spring, wherein, a tension part (1,1 ', realize being connected between 1 ") and this adapter (2) by a connector (5,6), by connector (5,6) with the effect pulling force thereon of tension spring (3) be delivered to tension part (1,1 ', on 1 ").
4. according to the described device of one of claim 1 to 3, it is characterized by: stabilizing component is connected to each other each supporting member (8,9,9 ') of a frame construction (10,10 ').
5. according to the described device of claim 4, it is characterized by: constitute a diagonal angle bracing means that is used for the framework of a frame construction (10,10 ') by stabilizing component.
6. according to the described device of claim 5, it is characterized by: stabilizing component is connected to each other two angle points of the framework of frame construction (10,10 ').
7. according to the described device of one of claim 1 to 3, it is characterized by: by one by tension part (1,1 ', the interconnected supporting member (10,10 ') adjacent one another are of stabilizing component that constitutes of 1 ") and adapter (2,2 ') relates to the member of the supporting construction (7,7 ') of different industrial objects.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102004044208A DE102004044208B4 (en) | 2004-09-06 | 2004-09-06 | Arrangement for stabilizing supporting structures |
| DE102004044208.8 | 2004-09-06 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1842631A true CN1842631A (en) | 2006-10-04 |
| CN100449096C CN100449096C (en) | 2009-01-07 |
Family
ID=35462496
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005800009950A Expired - Fee Related CN100449096C (en) | 2004-09-06 | 2005-09-06 | Device for stabilizing supporting structure |
Country Status (5)
| Country | Link |
|---|---|
| US (1) | US20080250746A1 (en) |
| EP (1) | EP1797258B1 (en) |
| CN (1) | CN100449096C (en) |
| DE (1) | DE102004044208B4 (en) |
| WO (1) | WO2006026980A1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269088A (en) * | 2017-07-28 | 2017-10-20 | 中国地震局工程力学研究所 | The energy dissipation brace device of replaceable framework |
| CN107700706A (en) * | 2017-11-10 | 2018-02-16 | 东北林业大学 | A kind of novel compression bar drag-line steel bamboo compound shear wall |
| CN108488045A (en) * | 2018-04-09 | 2018-09-04 | 西北工业大学 | Damper for blower fan pylon vibration damping |
| CN109060328A (en) * | 2018-08-06 | 2018-12-21 | 福州大学 | A kind of pseudo static testing device for axial damper |
| CN111910755A (en) * | 2019-05-07 | 2020-11-10 | 中国航空规划设计研究总院有限公司 | Support system of high-rise assembled steel structure frame and construction method thereof |
| CN115262796A (en) * | 2022-08-23 | 2022-11-01 | 武汉理工大学 | Vibration damping device and using method thereof |
| CN115388123A (en) * | 2022-08-23 | 2022-11-25 | 武汉理工大学 | Vibration damper applied to plate shell structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102007010701A1 (en) | 2007-02-27 | 2008-08-28 | Gerb Schwingungsisolierungen Gmbh & Co Kg | Shock absorber comprises cylindrical casing filled with viscous medium. In which piston rod is mounted carrying stack of disks, spring being mounted between upper disk and casing cap |
| DE102009030538A1 (en) * | 2009-06-24 | 2010-12-30 | Günther Tröster e.K. | Structure/structure component for e.g. roofing, has vibration damping device comprising vibration damper, where two parts of component are connected together by vibration damper such that vibrations of one of parts are damped to other part |
| US8857110B2 (en) * | 2011-11-11 | 2014-10-14 | The Research Foundation For The State University Of New York | Negative stiffness device and method |
| US9745741B2 (en) * | 2013-03-14 | 2017-08-29 | Timothy A. Hayes | Structural connection mechanisms for providing discontinuous elastic behavior in structural framing systems |
| US9580924B1 (en) * | 2013-06-21 | 2017-02-28 | Taylor Devices, Inc. | Motion damping system designed for reducing obstruction within open spaces |
| US9206616B2 (en) * | 2013-06-28 | 2015-12-08 | The Research Foundation For The State University Of New York | Negative stiffness device and method |
| US10060119B2 (en) | 2014-07-01 | 2018-08-28 | Dsm Ip Assets B.V. | Structures having at least one polymeric fiber tension element |
| CN105256895B (en) * | 2015-10-30 | 2017-06-13 | 西南交通大学 | A kind of shock isolating pedestal stopping means |
| CN206000229U (en) * | 2016-03-22 | 2017-03-08 | 财团法人国家实验研究院 | Building earthquake-resistant structure |
| JP2021507283A (en) * | 2017-12-15 | 2021-02-22 | エーエスエムエル ネザーランズ ビー．ブイ． | How to Make Damper Devices, Damper Devices, Lithography Equipment, Projection Systems, and Device Manufacturing Methods |
| DE102018218260A1 (en) * | 2018-10-25 | 2020-04-30 | Universität Stuttgart | Structure with adaptive stiffening elements |
| DE102019000765A1 (en) * | 2019-02-02 | 2020-08-06 | Wolfgang Bußmann | Protective building |
| IT202000012769A1 (en) | 2020-05-28 | 2021-11-28 | Rosss S P A | STORAGE SHELVING |
| US11828189B1 (en) | 2021-12-20 | 2023-11-28 | General Electric Company | System and method for restraining heat exchanger with cable in tension |
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| CN1016726B (en) * | 1987-10-28 | 1992-05-20 | 中国建筑东北设计院 | Shock absorber for building or structure |
| JPH0689615B2 (en) * | 1989-09-26 | 1994-11-09 | 株式会社ブリヂストン | Stopper device for building vibration control device |
| JP2605492B2 (en) | 1991-02-26 | 1997-04-30 | 鹿島建設株式会社 | Active vibration control offshore structure |
| JP2884963B2 (en) * | 1992-11-27 | 1999-04-19 | 株式会社大林組 | Damping device |
| JPH09177374A (en) * | 1995-12-27 | 1997-07-08 | Mitsubishi Steel Mfg Co Ltd | Restoration equipment for preliminary tensile force provision type for seismic insulator of detached house |
| US6233884B1 (en) * | 1997-10-20 | 2001-05-22 | Steven B. Tipping | Method and apparatus to control seismic forces, accelerations, and displacements of structures |
| JPH11241412A (en) * | 1998-02-20 | 1999-09-07 | Kai Kenchiku Sekkei Jimusho:Kk | Brace |
| JPH11247488A (en) * | 1998-02-27 | 1999-09-14 | Tokico Ltd | Brace damper |
| JP3518371B2 (en) * | 1998-10-29 | 2004-04-12 | 株式会社大林組 | Structure coupled vibration damping device |
| WO2001073238A2 (en) * | 2000-03-29 | 2001-10-04 | The Research Foundation Of The State University Of New York At Buffalo | Highly effective seismic energy dissipation apparatus |
| JP2002047829A (en) * | 2000-08-04 | 2002-02-15 | Kozo Keikaku Engineering Inc | Vibration damping device for column-beam frame |
| JP2003049557A (en) * | 2001-08-06 | 2003-02-21 | Toyo Tire & Rubber Co Ltd | Vibration control device for building |
| JP2004068289A (en) * | 2002-08-01 | 2004-03-04 | Oiles Ind Co Ltd | Earthquake proof frame |
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2004
- 2004-09-06 DE DE102004044208A patent/DE102004044208B4/en not_active Expired - Fee Related
-
2005
- 2005-09-06 CN CNB2005800009950A patent/CN100449096C/en not_active Expired - Fee Related
- 2005-09-06 WO PCT/DE2005/001581 patent/WO2006026980A1/en active Application Filing
- 2005-09-06 EP EP05788459A patent/EP1797258B1/en not_active Expired - Fee Related
- 2005-09-06 US US11/661,835 patent/US20080250746A1/en not_active Abandoned
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269088A (en) * | 2017-07-28 | 2017-10-20 | 中国地震局工程力学研究所 | The energy dissipation brace device of replaceable framework |
| CN107700706A (en) * | 2017-11-10 | 2018-02-16 | 东北林业大学 | A kind of novel compression bar drag-line steel bamboo compound shear wall |
| CN108488045A (en) * | 2018-04-09 | 2018-09-04 | 西北工业大学 | Damper for blower fan pylon vibration damping |
| CN109060328A (en) * | 2018-08-06 | 2018-12-21 | 福州大学 | A kind of pseudo static testing device for axial damper |
| CN111910755A (en) * | 2019-05-07 | 2020-11-10 | 中国航空规划设计研究总院有限公司 | Support system of high-rise assembled steel structure frame and construction method thereof |
| CN111910755B (en) * | 2019-05-07 | 2021-09-17 | 中国航空规划设计研究总院有限公司 | Support system of high-rise assembled steel structure frame and construction method thereof |
| CN115262796A (en) * | 2022-08-23 | 2022-11-01 | 武汉理工大学 | Vibration damping device and using method thereof |
| CN115388123A (en) * | 2022-08-23 | 2022-11-25 | 武汉理工大学 | Vibration damper applied to plate shell structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100449096C (en) | 2009-01-07 |
| EP1797258B1 (en) | 2012-11-07 |
| WO2006026980A1 (en) | 2006-03-16 |
| EP1797258A1 (en) | 2007-06-20 |
| DE102004044208A1 (en) | 2006-03-09 |
| DE102004044208B4 (en) | 2006-08-17 |
| US20080250746A1 (en) | 2008-10-16 |
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