CN202187447U - Shock isolation and absorption system with vertical structure - Google Patents
Shock isolation and absorption system with vertical structure Download PDFInfo
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- CN202187447U CN202187447U CN201120219415XU CN201120219415U CN202187447U CN 202187447 U CN202187447 U CN 202187447U CN 201120219415X U CN201120219415X U CN 201120219415XU CN 201120219415 U CN201120219415 U CN 201120219415U CN 202187447 U CN202187447 U CN 202187447U
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Abstract
The utility model discloses a shock isolation and absorption system with a vertical structure. Besides a horizontal shock isolation or absorption layer, a vertical shock isolation or absorption layer can be arranged in a building structure. The vertical shock isolation or absorption layer is internally provided with inclined glide planes arranged in parallel and in the same direction, and is provided with an elastic support, a damping device and a limiting device along the inclined sliding direction; and a rigid frame, a truss or a structure with larger rigidity in the plane can be arranged on and above the inclined glide planes arranged in parallel and in the same direction. The shock isolation or absorption layer has the capacities of vertical shock isolation and absorption, and can be internally provided with the damping device, a spring and a locking device. When being provided with the horizontal shock isolation or absorption layer and the vertical shock isolation or absorption layer, the structure can have the effects of horizontal and vertical shock isolation and absorption simultaneously.
Description
Technical field
The present invention relates to a kind of structure vertical earthquake isolating, shock absorption system.Go for shock insulation, the shock absorption system of horizontal isolation structure or earthquake resistant structure.Can reduce vertical earthquake response.
Background technology
At present; Known seismic isolation technology is in the building structure bottom horizontal shock insulation or buffer layer to be set, i.e. base isolation or damping, and perhaps portion is provided with horizontal shock insulation or buffer layer under construction; Be interlayer shock insulation or damping; But can not reduce vertical geological process, make the vertical earthquake disaster of high earthquake intensity area engineering structures effectively not subdue, can only take seismic measures.Large-span structure receives the influence of vertical geological process particularly remarkable.
Summary of the invention
At antiseismic fortified defence area; In order to overcome existing seismic isolation technology can not effectively reduce vertical geological process in building structure deficiency; The invention provides a kind of effective measures, this measure can be carried out vertical earthquake isolating or damping on the basis of horizontal shock insulation or antidetonation; Effectively reduce the vertical geological process of building structure, can be conveniently used in vertical earthquake isolating, the damping of building structure.
The technical solution adopted for the present invention to solve the technical problems is: bottom or middle part in building structure are provided with horizontal shock insulation or buffer layer, at horizontal shock insulation or buffer layer top vertical earthquake isolating or buffer layer are set simultaneously.That is, on horizontal shock isolating pedestal top rigid frame, truss or the structure that rigidity is bigger in the horizontal plane is set, thereby the horizontal movement that can guarantee rigid frame, truss or structure is identical, can guarantees that also the vertical displacement of superstructure varying level position is also identical; The rigid frame that rigidity is bigger in this horizontal plane, truss or structure top are provided with inclination glide direction and inclination slippage angle homogeneous phase parallel slidably bearing together; Superstructure can move along inclination bearing slide plane; At the inclination rest base elastic support and damper are set; Be bearing on rigid frame, truss or the structure that rigidity is bigger in this horizontal plane, also the friction bearing can be set; Superstructure can be bearing in along the inclined plane on the elastic support, also can be bearing on the inclined plane, but will guarantee the frictional force opposing vertical load that needs, as apply precompression.Superstructure is located above the inclination slide surface and will be guaranteed that as required rigidity is bigger in horizontal plane; As, bigger rigid frame, truss or the structure of rigidity in the horizontal plane is set, poor to guarantee that superstructure locates not produce vertical displacement above the inclination slide surface.When earthquake; Horizontal earthquake action is reduced through horizontal shock insulation or buffer layer; Under the vertical geological process or vertical seismic load when surpassing a certain limit value; Superstructure moves (can take the spacing measure of tension bolt, spacing guiding tension frictional slip plate, broken line shape slide surface cross section, shaped form slide surface cross section or side direction to guarantee that superstructure is not thrown off with the inclined plane or crooked) along the inclined plane; Because the inclination slippage angle and the direction on inclined plane are identical, rigidity is bigger in the horizontal plane of bottom rigid frame, truss or structure simultaneously, and superstructure above the inclination slide surface, to be in the horizontal plane rigidity bigger; The variant horizontal level in the bottom of superstructure is identical in the vertical displacement of synchronization, can not produce different vertical displacements owing to the vertical load of top diverse location is different.Both reached the effect of vertical earthquake isolating, damping, it is poor to guarantee that again superstructure does not produce vertical displacement when earthquake, has avoided the vertical displacement difference in superstructure, to produce internal stress.The angle of inclination slide surface, direction can require to confirm according to shock insulation, damping effect.When needing side direction stopping means, locking device can be set, except that can having horizontal shock insulation, damping capacity, structure has vertical earthquake isolating, damping capacity.
A kind of structure vertical earthquake isolating, shock absorption system; Be provided with horizontal shock insulation or buffer layer; It is characterized in that: vertical earthquake isolating or buffer layer are set, promptly establish bigger rigid frame, truss or the structure of rigidity in the horizontal plane, establish the inclination glide direction parallel frictional slip inclined-plane identical on this rigid frame, truss or structure top with angle; Superstructure is placed and to be bearing on this inclined-plane and can the slippage along the inclined-plane; The frictional resistance that slide surface has design demand transmits all or part of vertical load, can bevel direction or below damper, elastic support are set, elastic support is the butterfly spring bearing for example; Top, parallel frictional slip inclined-plane also can be provided with bigger rigid frame, truss or the structure of integral rigidity in the horizontal plane as required; When needing side direction stopping means, locking device can be set, structure has vertical earthquake isolating, damping capacity.
Vertical earthquake isolating or buffer layer have the inclination glide direction parallel frictional slip inclined-plane identical with angle; Except that linear, the frictional slip face cross section vertical with glide direction also can be the combined of broken line shape, shaped form or both, and this moment, the slip support abutment slide surface had guiding, spacing ability.The parallel frictional slip inclined-plane that the inclination glide direction is identical with angle can be provided with down has bigger rigid frame, truss or the structure of integral rigidity in the horizontal plane; Top, parallel frictional slip inclined-plane also can be provided with bigger rigid frame, truss or the structure of integral rigidity in the horizontal plane, can in rigid frame, truss or structure, apply prestressing force when needing.
The vertical position of horizontal shock insulation or buffer layer and vertical earthquake isolating or buffer layer can exchange; Horizontal shock insulation or buffer layer and vertical earthquake isolating or buffer layer can be arranged on the different vertical positions of building structure; Vertical earthquake isolating or buffer layer can be located at the building bottom also can be arranged on the middle part, one deck can be set also multilayer can be set; Can be arranged on horizontal shock insulation or buffer layer top, also can be arranged on horizontal shock insulation or buffer layer below.Vertical earthquake isolating or buffer layer also can be arranged at conversion layer, joist place, at an upper portion thereof or the bottom.The vertical earthquake isolating bearing also can be arranged under the beam, wall following or the setting of encorbelmenting.
Except that but along continuous straight runs was provided with, vertical earthquake isolating or buffer layer also can have certain resistance to capsizing as required along oblique, vertical setting.
Vertical earthquake isolating or buffer layer section can be the combined of broken line shape, shaped form or both, and each bearing can have certain resistance to capsizing not at same horizontal plane.Broken line shape for example;
shape,
shape,
shape,
shape,
shape,
shape,
shape,
shape,
shape,
shape, the wherein still parallel placement of shock isolating pedestal; Same vertical earthquake isolating or buffer layer horizontal profile also can be broken line, curve or both combinations.
The upper and lower plane stiffness that can utilize structure itself of vertical earthquake isolating or buffer layer is not established bigger rigid frame, truss or the structure of rigidity in the horizontal plane in addition.
The vertical position of vertical earthquake isolating or buffer layer can be set directly on upward basic or the substructure, and can not set bigger rigid frame, truss or the structure of rigidity in portion's horizontal plane this moment.Vertical earthquake isolating or buffer layer can be provided with separately, and are not provided with simultaneously with horizontal shock insulation or buffer layer.
Can inclined plane side direction stopping means be set at vertical earthquake isolating or buffer layer when needing.The side direction stopping means also can adopt the laminated rubber bearing that stands up.
When two or more vertical earthquake isolatings or buffer layer were set, can there be different inclination glide direction and angle in the parallel frictional slip inclined-plane that the inclination glide direction that different vertical earthquake isolating or buffer layer had is identical with angle.
For guaranteeing that vertical earthquake isolating or buffer layer have resistance to capsizing or resistance to tension, can be provided with spacing guiding frictional slip plate, spacing guiding tension frictional slip plate, pre-stressed bolt or non-prestressed bolt.
Spacing guiding tension frictional slip plate links to each other with bottom frictional slip plate or for whole, the bottom slide surface of its top enlarged footing can have different angles, curved surface, prismatic or combinatorial surface; Have spacing, guiding, resistance to tension, also can oppositely put upside down connection up and down, be provided with.
Prestressing force or non-prestressed friction slipper bottom sliding plate have the upper cap slab integral and connect; Top sliding plate fluting; Prestressing force or non-prestressed bolt pass in top slippage board slot and are fixed with the bottom sliding plate, and that bearing has is spacing, guiding, resistance to tension; Also can oppositely put upside down connection up and down, be provided with.Non-prestressed friction slipper also can adopt and the measure of prestressing force friction slipper identical construction.
Above-mentioned vertical earthquake isolating, glissando also can be applicable to vertical earthquake isolating, the damping of equipment, member, bridge, culvert pipe, pylon, power station, platform, harbour, hydraulic engineering, ocean engineering and other entities.
The invention has the beneficial effects as follows, vertical earthquake isolating or buffer layer are set in horizontal isolation structure, except that the purpose of the shock insulation that is up to the standard, reach the purpose of vertical earthquake isolating, damping again.Overcome the effectively deficiency of vertical earthquake isolating or damping of current architecture configuration, when also having overcome vertical earthquake isolating or damping superstructure is easy to generate the deficiency of vertical displacement difference.During concrete the construction also is feasible, realizes easily.
Description of drawings
Below in conjunction with accompanying drawing the present invention is further specified.
Among Fig. 1～Figure 27: being the butterfly spring bearing 1., is a kind of elastic support, 2. is lower horizontal rigid frame or truss, 3. is upper level rigid frame or truss; 4. being the inclination slide surface, 5. is the laminated rubber bearing, 6. is superstructure, 7. is substructure; 8. being damper, 9. is prestressing force inclination slide surface or non-prestressed inclination slide surface, 10. is spacing guiding frictional slip plate; (11) be sliding support, (12) are roller support, and (13) have supporting construction for one or more layers; (14) for one or more layers has shear wall structure, (15) are one or more layers structure, and (16) are bottom frictional slip plate; (17) be top frictional slip plate, (18) are pre-stressed bolt or non-prestressed bolt, and (19) are the structure on inclination slip support abutment top; (20) be side frictional slip plate, (21) are spacing guiding tension frictional slip plate, and (22) are spacing guiding tension frictional slip plate.
Fig. 1 is a kind of arrangement sectional drawing of having arranged elastic support of the present invention.Elastic support also can adopt other bearings, like spring fastening among the figure except that can adopting the butterfly bearing.Except that elastic support, can along oblique slide surface direction damper, stopping means, locking device be set simultaneously.3. be upper level rigid frame or truss among the figure, can guarantee that vertical earthquake isolating or buffer layer superstructure have identical vertical displacement.
Fig. 2 is a sectional drawing of having arranged a kind of arrangement of damper of the present invention.
Fig. 3 is a sectional drawing of having arranged a kind of arrangement of friction slipper (also being frcition damper) of the present invention.Friction slipper (or frcition damper) can be made as prestressing force or non-prestressed friction slipper (or frcition damper) as required; Prestressing force or non-prestressed friction slipper (or frcition damper) cross section 1-1 can adopt cross section mode shown in Figure 19 among Fig. 3; Pre-stressed bolt or non-prestressed bolt are set, and that the bearing that rubs simultaneously has is spacing, guiding, resistance to tension; Also can oppositely put upside down connection up and down, be provided with.
The sectional drawing of Fig. 4 a kind of arrangement of spacing guiding frictional slip plate for the inclination slip support abutment is provided with.The cross section 2-2 of Fig. 4 medium dip slip support abutment can also can oppositely put upside down connections, setting up and down for like Figure 20, two kinds of set-up modes shown in Figure 21, Figure 24, two kinds of set-up modes or set-up mode shown in figure 26 shown in Figure 25.Figure 20, bearing shown in Figure 21 have spacing, guidance capability, and that Figure 24, Figure 25, bearing shown in Figure 26 have is spacing, guiding, resistance to tension.Parts among the figure (21), (22) top ledge can not be 90 °, and the slippage contact surface can design different angles, curved surface, prismatic or combinatorial surface.Figure 22 is a kind of bottom frictional slip plate of Figure 20, and Figure 23 is a kind of bottom frictional slip plate of Figure 21.
Except that the laminated rubber bearing, horizontal shock isolating pedestal can be other forms of shock isolating pedestal, like sliding friction bearing, rolling friction bearing.Fig. 5, Fig. 6 are for being provided with a kind of arrangement sectional drawing of horizontal slip friction bearing, rolling friction bearing respectively.Wherein 1. can be replaced by 8., 9. or in addition add 8., 9..
Fig. 7, Fig. 8, Fig. 9 are that the present invention works as horizontal shock insulation or buffer layer and vertical earthquake isolating or a kind of arrangement sectional drawing of buffer layer when different layers is arranged.Utilize among Fig. 7 and strengthened one or more layers rigidity of structure, appropriateness is arranged supporting as required.Utilize among Fig. 8 and strengthened one or more layers rigidity of structure, appropriateness is arranged shear wall as required.Supporting, shear wall are arranged the space behavior that should consider structure.Utilize one or more layers rigidity of structure among Fig. 9, and do not had the extra increase rigidity of structure.
Figure 10 is not for being provided with a kind of arrangement sectional drawing of horizontal shock insulation or buffer layer.
Figure 11 is arranged on a kind of arrangement sectional drawing of horizontal shock insulation or buffer layer below for vertical earthquake isolating or buffer layer.
Figure 12 is a kind of arrangement sectional drawing that two or more vertical earthquake isolatings or buffer layer are set.The inclination slide surface inclination glide direction of different layers, inclination slippage angle can be the same or different, but identical with the slide surface inclination glide direction that respectively tilts, the inclination slippage angle of one deck.
Structure not simultaneously, Figure 13, Figure 14, Figure 15 are several kinds of arrangement sectional drawings that vertical position can exchange when a plurality of vertical shock insulations or buffer layer and horizontal shock insulation or buffer layer were set.Wherein Figure 13 arranges the supporting of similar Fig. 7, and Figure 14 arranges the shear wall of similar Fig. 8, and Figure 15 arranges the structure of similar Fig. 9.The inclination slide surface inclination glide direction of different layers, inclination slippage angle can be the same or different.
Structure not simultaneously, several kinds of arrangement sectional drawings in addition that Figure 16, Figure 17, Figure 18 are that vertical position can exchange when a plurality of vertical earthquake isolatings or buffer layer and horizontal shock insulation or buffer layer were set.Wherein Figure 16 arranges the supporting of similar Fig. 7, and Figure 17 arranges the shear wall of similar Fig. 8, and Figure 18 arranges the structure of similar Fig. 9.The inclination slide surface inclination glide direction of different layers, inclination slippage angle can be the same or different.
Except that linear, Figure 27 for the inclination slide surface 4. or 9. in a kind of cross-sectional view perpendicular to glide direction, its top, bottom frictional slip plate (17), (16) they are V-arrangement, have guiding, the spacing ability of side direction; Also can adopt the combined of other broken line shape, shaped form or both, have guiding, the spacing ability of side direction, for example Figure 29, two kinds of forms shown in Figure 30.Figure 31, Figure 32 for the inclination slide surface 4. or 9. in two kinds of cross-sectional view perpendicular to glide direction; Have spacing, guiding, resistance to tension, can there be different angles, curved surface, prismatic or combinatorial surface in (17) top with the enlarged footing contact-sliding face of (16).Vertical earthquake isolating or shock mount can oppositely be put upside down setting up and down, and for example Figure 28 oppositely puts upside down connected mode for Figure 27.
Among Figure 19～Figure 32, upper and lower frictional slip plate (17), (16) are connected with upper and lower structure.
The specific embodiment
In Fig. 1～Fig. 9, Figure 11～Figure 18; Horizontal shock insulation or buffer layer adopt conventional shock insulation or buffer layer set-up mode, can be located at the building bottom and also can be arranged on the middle part, one deck can be set also multilayer can be set; As, bearing can be neoprene bearing, friction bearing, roller support.
In Fig. 1～Figure 21, Figure 24～Figure 32, the upper and lower frictional slip plate on slippage inclined plane can adopt usual manner to connect with being connected of upper and lower structure according to the material of upper and lower structure.As be reinforced concrete structure, the upper and lower frictional slip plate on slippage inclined plane can adopt built-in fitting to be anchored in the concrete; As be steel work, the upper and lower frictional slip plate on slippage inclined plane can adopt welding, bolt to connect and be connected with the steel member; As be wooden construction, the upper and lower frictional slip plate on slippage inclined plane can adopt splicing, bolt to connect and be connected with timber compoment.Frictional slip plate (17) is fixedly connected with superstructure (19), and frictional slip plate (16) is fixedly connected with substructure.
In Fig. 7～Fig. 9, Figure 13～Figure 15, Figure 16～Figure 18, rigidity is strengthened the position, and like supporting, shear wall, suitable symmetric arrangement is considered space behavior; Its position, size can be calculated definite.(13) among the figure, (15) upper and lower 2. or the rigidity of structure 3. capable of using itself or appropriateness strengthen.
In vertical earthquake isolating or the buffer layer, inclination sliding isolated bearing, elastic support, damper or locking device generally can be provided with simultaneously.Concrete number will calculate according to concrete structure to be confirmed.
Claims (11)
1. a structure vertical earthquake isolating, shock absorption system; Be provided with horizontal shock insulation or buffer layer; It is characterized in that: vertical earthquake isolating or buffer layer are set, promptly establish big rigid frame, truss or the structure of rigidity in the horizontal plane, establish the inclination glide direction parallel frictional slip inclined-plane identical on this rigid frame, truss or structure top with angle; Superstructure is placed and to be bearing on this inclined-plane and can the slippage along the inclined-plane, and the frictional resistance that slide surface has design demand transmits all or part of vertical load; Top, parallel frictional slip inclined-plane also can be provided with big rigid frame, truss or the structure of integral rigidity in the horizontal plane as required; When needing side direction stopping means, locking device can be set, structure has vertical earthquake isolating, damping capacity.
2. structure vertical earthquake isolating according to claim 1, shock absorption system is characterized in that: bevel direction or below damper, elastic support are set.
3. structure vertical earthquake isolating according to claim 1, shock absorption system is characterized in that: vertical earthquake isolating or buffer layer have the inclination glide direction parallel frictional slip inclined-plane identical with angle; Except that linear, the frictional slip face cross section vertical with glide direction also can be broken line shape, shaped form or both is combined; Can inclined plane side direction stopping means be set at vertical earthquake isolating or buffer layer when needing; The laminated rubber bearing that the side direction stopping means also can adopt side direction to stand up.
4. structure vertical earthquake isolating according to claim 1, shock absorption system; It is characterized in that: the parallel frictional slip inclined-plane that the inclination glide direction is identical with angle can be provided with down has big rigid frame, truss or the structure of integral rigidity in the horizontal plane, and top, parallel frictional slip inclined-plane also can be provided with big rigid frame, truss or the structure of integral rigidity in the horizontal plane; Can in rigid frame, truss or structure, apply prestressing force when needing.
5. structure vertical earthquake isolating according to claim 1, shock absorption system is characterized in that: the vertical position of horizontal shock insulation or buffer layer and vertical earthquake isolating or buffer layer can exchange; Horizontal shock insulation or buffer layer and vertical earthquake isolating or buffer layer can be arranged on the different vertical positions of building structure; Vertical earthquake isolating or buffer layer can be located at the building bottom also can be arranged on the middle part, one deck can be set also multilayer can be set; Can be arranged on horizontal shock insulation or buffer layer top, also can be arranged on horizontal shock insulation or buffer layer below.
6. structure vertical earthquake isolating according to claim 1, shock absorption system is characterized in that: the upper and lower plane stiffness that can utilize structure itself of vertical earthquake isolating or buffer layer, do not establish big rigid frame, truss or the structure of rigidity in the horizontal plane in addition; The vertical position of vertical earthquake isolating or buffer layer can be set directly on upward basic or the substructure, and can not set big rigid frame, truss or the structure of rigidity in portion's horizontal plane this moment; Vertical earthquake isolating or buffer layer can be provided with separately, and are not provided with simultaneously with horizontal shock insulation or buffer layer; Vertical earthquake isolating or buffer layer can be arranged at conversion layer, joist place, at an upper portion thereof or the bottom; The vertical earthquake isolating bearing also can be arranged under the beam, wall following or the setting of encorbelmenting.
7. structure vertical earthquake isolating according to claim 1, shock absorption system; It is characterized in that: when two or more vertical earthquake isolatings or buffer layer were set, can there be different inclination glide direction and angle in the parallel frictional slip inclined-plane that the inclination glide direction that different vertical earthquake isolating or buffer layer had is identical with angle.
8. structure vertical earthquake isolating according to claim 1, shock absorption system is characterized in that: but except that along continuous straight runs was provided with, vertical earthquake isolating or buffer layer also can be as required along oblique, vertical settings; Same vertical earthquake isolating or buffer layer section can be the combined of broken line shape, shaped form or both, and each bearing of same vertical earthquake isolating or buffer layer can be at same horizontal plane; Same vertical earthquake isolating or buffer layer horizontal profile also can be broken line, curve or both combinations.
9. structure vertical earthquake isolating according to claim 1, shock absorption system; It is characterized in that: when vertical earthquake isolating or buffer layer need guarantee to have resistance to capsizing or resistance to tension, spacing guiding frictional slip plate, spacing guiding tension frictional slip plate, pre-stressed bolt or non-prestressed bolt can be set.
10. structure vertical earthquake isolating according to claim 1, shock absorption system; It is characterized in that: spacing guiding tension frictional slip plate links to each other with bottom frictional slip plate or for whole, the bottom slide surface of its top enlarged footing can have different angles, curved surface, prismatic or combinatorial surface; Also can oppositely put upside down connection up and down, be provided with.
11. structure vertical earthquake isolating according to claim 1, shock absorption system; It is characterized in that: prestressing force or non-prestressed friction slipper bottom sliding plate have the upper cap slab integral and connect; Top sliding plate fluting; Prestressing force or non-prestressed bolt pass in top slippage board slot and are fixed with the bottom sliding plate, also can oppositely put upside down connection up and down, be provided with.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120219415XU CN202187447U (en) | 2011-06-15 | 2011-06-15 | Shock isolation and absorption system with vertical structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120219415XU CN202187447U (en) | 2011-06-15 | 2011-06-15 | Shock isolation and absorption system with vertical structure |
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| CN202187447U true CN202187447U (en) | 2012-04-11 |
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| CN201120219415XU Expired - Lifetime CN202187447U (en) | 2011-06-15 | 2011-06-15 | Shock isolation and absorption system with vertical structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828645A (en) * | 2011-06-15 | 2012-12-19 | 赵世峰 | Vertical shock insulation and shock absorption system for structure |
| CN103541451A (en) * | 2012-07-11 | 2014-01-29 | 赵世峰 | Anti-overturning, shock insulation, shock absorption and energy consumption system for high-rise structure |
| CN104278768A (en) * | 2013-07-06 | 2015-01-14 | 赵世峰 | Structural horizontal or vertical and rotatable shock insulation, damping and energy consumption structural system |
| CN104278769A (en) * | 2013-07-06 | 2015-01-14 | 赵世峰 | Improved shock insulation, damping or energy consumption layer structural system with non-horizontal linear section |
| CN109914228A (en) * | 2019-03-29 | 2019-06-21 | 株洲时代新材料科技股份有限公司 | A kind of damping device |
-
2011
- 2011-06-15 CN CN201120219415XU patent/CN202187447U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828645A (en) * | 2011-06-15 | 2012-12-19 | 赵世峰 | Vertical shock insulation and shock absorption system for structure |
| CN102828645B (en) * | 2011-06-15 | 2018-01-05 | 赵世峰 | Structure vertical earthquake isolating, shock absorption system |
| CN103541451A (en) * | 2012-07-11 | 2014-01-29 | 赵世峰 | Anti-overturning, shock insulation, shock absorption and energy consumption system for high-rise structure |
| CN104278768A (en) * | 2013-07-06 | 2015-01-14 | 赵世峰 | Structural horizontal or vertical and rotatable shock insulation, damping and energy consumption structural system |
| CN104278769A (en) * | 2013-07-06 | 2015-01-14 | 赵世峰 | Improved shock insulation, damping or energy consumption layer structural system with non-horizontal linear section |
| CN104278769B (en) * | 2013-07-06 | 2019-01-22 | 赵世峰 | Shock insulation, damping or the energy consumption laminar structure system of improved non-horizontal linear section |
| CN104278768B (en) * | 2013-07-06 | 2019-05-14 | 赵世峰 | Structure level or vertical and rotatable shock insulation, damping, energy-dissipation structure system |
| CN109914228A (en) * | 2019-03-29 | 2019-06-21 | 株洲时代新材料科技股份有限公司 | A kind of damping device |
| CN109914228B (en) * | 2019-03-29 | 2020-12-01 | 株洲时代新材料科技股份有限公司 | Shock-absorbing device |
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Address after: 201100 Shanghai city Minhang District road 838 Lane Shuying room 503 No. 4 Patentee after: Zhao Shifeng Address before: 201100 Shanghai city Minhang District road 711 Lane Shuying room 1101 No. 33 Patentee before: Zhao Shifeng |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20120411 Effective date of abandoning: 20180105 |