CN205804157U - A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system - Google Patents
A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system Download PDFInfo
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- CN205804157U CN205804157U CN201620738309.5U CN201620738309U CN205804157U CN 205804157 U CN205804157 U CN 205804157U CN 201620738309 U CN201620738309 U CN 201620738309U CN 205804157 U CN205804157 U CN 205804157U
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Abstract
A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system, girder is at bridge tower, in arranging the first two-way vibration absorption and isolation support and the first vertical vibration absorption and isolation support, laterally disposed second two-way vibration absorption and isolation support between girder and beam side pinner at the bottom of beam and between bridge tower thwart beam；3rd two-way vibration absorption and isolation support and the second vertical vibration absorption and isolation support are set at the bottom of girder beam between auxiliary pier and shared pier and between pier top；Along suitable bridge to installing viscous liquid antivibrator between girder and bridge tower thwart beam.The two-way vibration absorption and isolation support used in this supporting system and vertical vibration absorption and isolation support possess suitable bridge to sliding and Bidirectional slide function under normal operating condition respectively, in geological process, possess direction across bridge respectively, vertically subtract shock insulation and vertically subtract shock insulation function, require and seismic isolation design requirement for meeting structural static design simultaneously, and at utmost play damping and isolation effect, at bridge tower, two-way vibration absorption and isolation support is simultaneously used for beam body bottom supporting and beam body side support.
Description
Technical field
This utility model relates to bridge technology field, a kind of is applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts
Shock insulation supporting system.
Background technology
Cable-stayed bridge, suspension bridge span ability are strong, beautiful design, obtain the most widely should in Bridges in Our Country construction
With, especially the most common when crossing over the extreme terrains such as great river, great river or valley.Cable-stayed bridge, the structure stress characteristic of suspension bridge
Having similar place, they are, by cable-stayed bridge and suspension rod, main push-towing rope, girder load is transferred to bridge tower respectively, therefore cable-stayed bridge,
The bridge tower of suspension bridge is the most sturdy, and rigidity is the biggest.It is relatively big, especially that bigger rigidity causes bridge tower to respond under geological process
It is when bridge span is relatively big or bridge is positioned at Near-source earthquake district, and bridge tower anti-seismic performance is often difficult to meet design requirement, knot
Structure design difficulty is bigger.
Design usually requires that cable-stayed bridge, suspension bridge girder under normal operating condition along along bridge to slidably, bridge tower
Need to retrain with direction across bridge at bridge pier, common supporting system is as described below: girder is at bridge tower, at the bottom of beam and bridge tower thwart beam
Between arrange along bridge to single-directional sliding support and bidirectional sliding support, additionally arrange between beam side and pinner side along bridge to list
Use as wind-resistant support to sliding support；Girder is at auxiliary pier and shared Dun Chu, then in arranging at the bottom of beam and between pier top along bridge
To single-directional sliding support and bidirectional sliding support；As earthquake resistant construction, along suitable bridge to installing viscous between girder and bridge tower thwart beam
Liquid condenser.Above-mentioned supporting system can meet the design requirement under normal operating condition of cable-stayed bridge, suspension bridge, also can be real
Now along bridge to Aseismatic Design, but not for direction across bridge and the earthquake resistant construction of vertical seismic action.
Common cable-stayed bridge, Suspension bridge structure supporting system can realize along bridge to Aseismatic Design, but direction across bridge and vertically
Shake does not has rational glissando, is only capable of using Traditional method of seismic design method to be designed.When using Traditional method of seismic design method,
Owing to bridge tower is for maintaining the importance of structural system, geological process usually requires that holding elastic stage, therefore generally
Supporting system in, bridge tower self-strength can only be relied on to resist direction across bridge and Vertical Earthquake Loads, lack the structure that reasonably consumes energy,
Design can only use increase bridge tower sectional dimension, arrangement of reinforcement, basis scale means to meet requirement, auxiliary pier and shared pier are also
There is same problems, substantial amounts of waste of material, the increase of construction cost and difficulty of construction thus can be caused to strengthen.Especially work as bridge
When location is positioned at Near-source earthquake district, near-field earthquake not only earthquake intensity is high, and vertical seismic element is very big, uses tradition anti-
Shake method for designing is often difficult to meet design requirement, and design difficulty is the biggest.
Utility model content
In order to solve the deficiency of above-mentioned technology, this utility model provide a kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts
Shock insulation supporting system.
This utility model solves the technical scheme that its technical problem used:
A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system, including girder, bridge tower thwart beam, pinner, auxiliary
Help pier and shared pier, it is characterised in that described girder at bridge tower, in arrange at the bottom of beam and between bridge tower thwart beam first two-way subtract every
Shake bearing and the first vertical vibration absorption and isolation support, between described girder and beam side pinner, laterally disposed little tonnage second is two-way subtracts shock insulation
Bearing；At the bottom of described girder beam between auxiliary pier and shared pier and between pier top, the 3rd two-way vibration absorption and isolation support and second is set
Vertical vibration absorption and isolation support；Between described girder and bridge tower thwart beam along along bridge to installing viscous liquid antivibrator, described first two-way
Vibration absorption and isolation support and the 3rd two-way vibration absorption and isolation support along bridge to being that conllinear is arranged, the described first vertical vibration absorption and isolation support and the
Two vertical vibration absorption and isolation supports along bridge to be conllinear arrange.
Further, described first two-way vibration absorption and isolation support, the second two-way vibration absorption and isolation support and the 3rd two-way shock insulation that subtracts prop up
Holder structure is identical.
Further, described first two-way vibration absorption and isolation support is by the vertical damping set gradually from top to bottom, unidirectional
Slide mechanism and horizontal shock-absorbing mechanism composition, described vertical damping includes the first flat board, the second flat board and is arranged on two
Four groups of disk spring assemblies between flat board, each of which group disk spring assembly includes a lead and a series of superposition
Disc spring film, described lead lower end is welded on the second flat board, and upper end coordinates with the gathering sill on the first flat board, and
One, the surrounding of the second flat board is provided with some first c-type mild steel I, is provided with pre-locking between the first flat board and the second flat board
Sleeve, and locked by the first shear pin between pre-locking sleeve；
Described unidirectional slide mechanism includes two the first sliding panels each other by arc mating spherical surfaces, and (ball crown type slides
Plate) and the second sliding panel, wherein the first sliding panel is positioned at the downside of the second flat board, and the second flat board is provided with two pieces of limiting plates, makes
One sliding panel only slides along along bridge to direction.
Described horizontal shock-absorbing mechanism, including base plate and the second c-type mild steel II, wherein base plate is positioned on the downside of the second sliding panel,
And use the second shear pin to carry out pretension connection between, base plate and the second sliding panel side are provided with the second c-type soft
Steel II.
Further, the described first vertical vibration absorption and isolation support and the second vertical vibration absorption and isolation support structure are identical.
Further, the described first vertical vibration absorption and isolation support is by the vertical damping in top and the Bidirectional slide mechanism of bottom
Composition, described vertical damping includes the first plate, the second plate and arranges four groups of disk spring assemblies between two plates, its
In each group of disk spring assembly include a lead and the disc spring film of a series of superposition, described lead lower end is welded
On the second plate, upper end coordinates with the gathering sill on the first plate, and the surrounding of first, second plate is provided with some c-type mild steel,
Between the first plate and the second plate, it is provided with pre-locking sleeve, and is locked by shear pin between pre-locking sleeve；
Described Bidirectional slide mechanism include two the first slide plates each other by arc mating spherical surfaces (ball crown type slide plate) and
Second slide plate, wherein the first slide plate is positioned at the downside of the second plate.
The beneficial effects of the utility model are:
The two-way vibration absorption and isolation support used in this supporting system and vertical vibration absorption and isolation support be difference under normal operating condition
Possess suitable bridge to slide and Bidirectional slide function, possess respectively in geological process direction across bridge, vertically subtract shock insulation and vertically subtract every
Shake function, requires and seismic isolation design requirement for meeting structural static design simultaneously, and at utmost plays damping and isolation effect,
At bridge tower, two-way vibration absorption and isolation support is simultaneously used for beam body bottom supporting and beam body side support.
This utility model bearing is mainly used in cable-stayed bridge, Suspension bridge structure, when not setting auxiliary pier in structure, does not affects
The use of supporting system at bridge tower and shared pier.In the area that earthquake intensity is little, only can adopt at bridge tower according to practical situation
This supporting system, auxiliary pier and shared Dun Chu is used still to use common bearing.
Compared with common supporting system, after using supporting system of the present utility model, not only cable-stayed bridge, Suspension bridge structure are just
The static design often using state requires to be satisfied, and also achieves the three-dimensional seismic isolation design of Structures under Earthquake (along bridge
To, direction across bridge and vertical).Estimated, after using supporting system of the present utility model, bridge tower, auxiliary pier and the earthquake of shared pier
Response can reduce by 20% 30%, in ensureing structural earthquake on the premise of safety, makes bridge tower, auxiliary pier, shares pier and basis
Design is more reasonable, has saved construction cost and has reduced design difficulty and difficulty of construction.
Accompanying drawing explanation
Fig. 1 is site plan of the present utility model.
Fig. 2 is the structural representation at D--D.
Fig. 3 is the structural representation at E E.
Fig. 4 is the structural representation at G G.
Fig. 5 is the front view of two-way vibration absorption and isolation support.
Fig. 6 is the side view of two-way vibration absorption and isolation support.
Fig. 7 is the top view of two-way vibration absorption and isolation support.
Fig. 8 is partial enlarged drawing at F in Fig. 4.
Fig. 9 is the front view of vertical vibration absorption and isolation support.
Figure 10 is the side view of vertical vibration absorption and isolation support.
Figure 11 is the top view of vertical vibration absorption and isolation support.
In figure: 11 vertical dampings, 111 first flat boards, 112 second flat boards, 113 disk spring assemblies, 114 the oneth C
Type mild steel I, 115 first shear pins, 12 unidirectional slide mechanisms, 121 first sliding panels, 122 second sliding panels, 123 polytetrafluoroethyl-nes
Alkene pad, 13 horizontal shock-absorbing mechanisms, 131 base plates, 132 second c-type mild steel II, 133 second shear pins.
Detailed description of the invention
As shown in Figure 1 to 11, for existing defect, protection main body of the present utility model is as follows:
Supporting system of the present utility model have employed two kinds of vibration absorption and isolation supports,
The first is novel two-way vibration absorption and isolation support A, and this bearing is divided into upper, middle, and lower part, the most vertical damping
Mechanism 11, unidirectional slide mechanism 12, horizontal shock-absorbing mechanism 13, normal operating condition can realize can be real in slip, earthquake along bridge
Show direction across bridge and vertically subtract shock insulation.Wherein, the vertical damping 11 on top is disk spring and vertical c-type mild steel damper
(the first c-type mild steel I), the unidirectional slide mechanism 12 of mid portion is identical with single-directional sliding support, lower horizontal damping 13
For horizontal c-type mild steel damper (the second c-type mild steel II), and on top, bottom be respectively equipped with first, second shear pin, respectively
Limit bearing vertical and lateral displacement under normal usage.
Vertical damping 11 includes first flat board the 111, second flat board 112 and the four groups of dish being arranged between two flat boards
Shape spring assembly 113, each of which group disk spring assembly includes a lead and the disc spring film of a series of superposition, leads
Being welded on the second flat board to post lower end, upper end coordinates with the gathering sill on the first flat board, and in the surrounding of first, second flat board
It is provided with some first c-type mild steel I114, between the first flat board and the second flat board, is provided with pre-locking sleeve, and in pre-locking
Preliminary latch is carried out by the first shear pin 115 between sleeve.
Unidirectional slide mechanism 12 includes two the first sliding panel 121 and the second sliding panels each other by arc mating spherical surfaces
122, wherein the first sliding panel 121 is positioned at the downside of the second flat board, and is carried out by teflon gasket 123 between the two
Cross cooperation, also use teflon gasket to coordinate between the first sliding panel and the second sliding panel.
Horizontal shock-absorbing mechanism 13, including base plate 131 and the second c-type mild steel II 132, wherein base plate is positioned at the second sliding panel
Downside, and use the second shearing 133 pin to carry out pretension connection between, base plate and the second sliding panel side are provided with the
Two c-type mild steel II132.C-type mild steel II one end is articulated with the second sliding panel side, and the other end is articulated with bottom panel side.
Second flat board is provided with two pieces of limiting plates, and the edge of limiting plate and the first sliding panel (ball crown type sliding panel) coordinates
Using, make the first sliding panel only slide along an one direction, one direction herein refers to slide to direction along bridge.Bottom panel side sets
Limited location plate, makes the second sliding panel only can slide along one direction, and one direction refers to slide in direction across bridge direction herein.
The second is vertical vibration absorption and isolation support B, and normal operating condition can realize Bidirectional slide, can realize vertically subtracting in earthquake
Shock insulation.This holder top is disk spring and vertical c-type mild steel damper, structure and erecting in above-mentioned two-way vibration absorption and isolation support
Identical to damping 11 structure, for ease of describing, use different titles to be marked, the described first vertical vibration absorption and isolation support
Being made up of the Bidirectional slide mechanism of the vertical damping in top and bottom, described vertical damping includes the first plate, the second plate
And the four groups of disk spring assemblies being arranged between two flat boards, each of which group disk spring assembly include a lead and
The dish-shaped sheet of a series of superpositions, on the second plate, upper end coordinates the welding of described lead lower end with the gathering sill on the first plate, and
Surrounding at first, second plate is provided with some c-type mild steel, is provided with pre-locking sleeve between the first plate and the second plate, and
Locked by shear pin between pre-locking sleeve；With reference to Fig. 9 to Figure 11.
Bottom is bidirectional sliding support, in structure with the unidirectional slide mechanism 12 in above-mentioned two-way vibration absorption and isolation support slightly
Difference, the Bidirectional slide mechanism at this includes two the first slide plates each other by arc mating spherical surfaces (ball crown type slide plate) and
Two slide plates, wherein the first slide plate is positioned at the downside of the second plate, can in two directions slide, and both direction refers to direction across bridge
With along bridge to.The difference of the unidirectional slide mechanism in two-way vibration absorption and isolation support is do not have limit configuration.
Supporting system of the present utility model is as described below: girder L arranges double at the bottom of bridge tower is in beam and between bridge tower thwart beam H
To vibration absorption and isolation support (along bridge to sliding) A1 and vertical vibration absorption and isolation support B1, additionally set between girder L beam side and pinner M side
Put the two-way vibration absorption and isolation support of little tonnage (along bridge to sliding) A2, laterally disposed；Girder L is at the bottom of beam at auxiliary pier N and shared pier J
And two-way vibration absorption and isolation support A3 (along bridge to sliding) and vertical vibration absorption and isolation support B2 (Bidirectional slide) is set between pier top；It addition,
Prolong between girder L and bridge tower thwart beam along bridge to installing viscous liquid antivibrator C, above-mentioned A1 and A3 at suitable bridge to being conllinear setting
, B1 and B2 along bridge to be conllinear arrange.
Above-mentioned two-way vibration absorption and isolation support is different according to position, is labeled by sequence number, is respectively labeled as first to the 3rd
Two-way vibration absorption and isolation support (A1 to A3), three above-mentioned seat structures are identical, specification size difference.
Above-mentioned vertical vibration absorption and isolation support is different according to position, is labeled by sequence number, is respectively labeled as the first to the second
Two seat structures that vertically vibration absorption and isolation support (B1 to B2) is above-mentioned are identical, specification size difference.
Under normal service condition, the disk spring assembly of bearing at bridge tower, auxiliary pier and shared pier, the first c-type mild steel I and
The motion of the second c-type mild steel II of bearing bottom is pinned by the shear pin of its correspondence respectively, girder only can along along bridge to slip, and
At bridge tower, auxiliary pier and shared pier, girder direction across bridge is the most restrained, meets static design requirement.
Under geological process, bearing disk spring assembly, bottom the second c-type mild steel II at bridge tower, auxiliary pier and shared pier
Shear pin all cut off, disk spring parts can occur vertical deformation and drive first c-type mild steel I occur plastic elongation, pressure
Direction across bridge can be occurred between in the middle part of compression deformation, base plate and bearing to slide, drive the second c-type mild steel II at base plate to occur plasticity to draw
Stretch, compression.Now, the plastic deformation of the second c-type mild steel II of bearing A1 at the bottom of direction across bridge seismic energy passes through beam at bridge tower
The disk spring of seat A2 collateral with beam and the plastic deformation of the first c-type mild steel I dissipate；At bridge tower, vertical seismic action energy then leads to
The disk spring of bearing A1, B1 at the bottom of lintel and the plastic deformation of the first c-type mild steel I and the second c-type mild steel II of beam collateral seat A2
Plastic deformation dissipate.At auxiliary pier and shared pier, direction across bridge seismic energy passes through the second of two-way vibration absorption and isolation support A3 base plate
C-type mild steel II occurs plastic elongation, compression to dissipate；Vertical seismic action energy then passes through two-way vibration absorption and isolation support A3 with vertical
The disk spring assembly of vibration absorption and isolation support (Bidirectional slide) B2 and the first c-type mild steel I occur plastic deformation to dissipate.It addition, it is whole
The suitable bridge of body structure is then dissipated by the viscous liquid antivibrator C at the bottom of beam and between crossbeam to seismic energy.
Compared with common supporting system, after using supporting system of the present utility model, not only cable-stayed bridge, Suspension bridge structure are just
The static design often using state requires to be satisfied, and also achieves the three-dimensional seismic isolation design of Structures under Earthquake (along bridge
To, direction across bridge and vertical).Estimated, after using supporting system of the present utility model, bridge tower, auxiliary pier and the earthquake of shared pier
Response can reduce by 20% 30%, thus, in ensureing structural earthquake on the premise of safety, make bridge tower, auxiliary pier, share pier and
Basic engineering is more reasonable, has saved construction cost and has reduced design difficulty and difficulty of construction.
The two-way vibration absorption and isolation support used in this supporting system and vertical vibration absorption and isolation support be difference under normal operating condition
Possess suitable bridge to slide and Bidirectional slide function, possess respectively in geological process direction across bridge, vertically subtract shock insulation and vertically subtract every
Shake function, other use has the supporting system that similar functions bearing is constituted, and two-way vibration absorption and isolation support is used for beam body side
Face realizes direction across bridge and vertically subtracts the design of shock insulation, is this patent same principle, should be protected.
Embodiment described above is only to be described preferred implementation of the present utility model, not to this practicality
Novel scope is defined, and on the premise of without departing from this utility model design spirit, relevant technical staff in the field is to this
The various deformation of utility model and improvement, all should expand in protection domain as determined by this utility model claims.
Claims (5)
1. be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts a shock insulation supporting system, including girder, bridge tower thwart beam, pinner, auxiliary
Pier and shared pier, it is characterised in that described girder (L) is at bridge tower, two-way at the bottom of beam and arranging first between bridge tower thwart beam (H)
Vibration absorption and isolation support (A1) and the first vertical vibration absorption and isolation support (B1), laterally set between described girder (L) beam side and pinner (M) side
Put the two-way vibration absorption and isolation support of little tonnage second (A2)；At the bottom of the described girder (L) beam between auxiliary pier (N) and shared pier (J) with
3rd two-way vibration absorption and isolation support (A3) and the second vertical vibration absorption and isolation support (B2) are set between pier top；At described girder (L) and bridge
Between tower crossbeam along along bridge to installing viscous liquid antivibrator (C), described first two-way vibration absorption and isolation support (A1) and the 3rd two-way subtracts
Shock isolating pedestal (A3) is at suitable bridge to being that conllinear is arranged, and the described first vertical vibration absorption and isolation support (B1) and second vertically subtracts shock insulation and props up
Seat (B2) along bridge to be conllinear arrange.
The most according to claim 1 a kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system, and its feature exists
In, described first two-way vibration absorption and isolation support (A1), the second two-way vibration absorption and isolation support (A2) and the 3rd two-way vibration absorption and isolation support (A3)
Structure is identical.
The most according to claim 2 a kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system, and its feature exists
In, described first two-way vibration absorption and isolation support is by the vertical damping (11) set gradually from top to bottom, unidirectional slide mechanism
(12) forming with horizontal shock-absorbing mechanism (13), described vertical damping (11) includes the first flat board (111), the second flat board
And four groups of disk spring assemblies (113) being arranged between two flat boards, each of which group disk spring assembly (113) (112)
Including a lead and the dish-shaped sheet of a series of superposition, described lead lower end is welded on the second flat board, upper end and first
Gathering sill on flat board coordinates, and is provided with some first c-types mild steel I (114), first in the surrounding of first, second flat board
It is provided with pre-locking sleeve between flat board and the second flat board, and is carried out by the first shear pin (115) between pre-locking sleeve
Locking；
Described unidirectional slide mechanism (12) includes that two the first sliding panels (121) each other by arc mating spherical surfaces and second are slided
Dynamic plate (122), wherein the first sliding panel (121) is positioned at the downside of the second flat board, and described second flat board both sides are provided with and make first to slide
The limiting plate that dynamic plate only slides along suitable bridge to direction,
Described horizontal shock-absorbing mechanism (13), including base plate (131) and the second c-type mild steel II (132), wherein base plate is positioned at the second cunning
On the downside of dynamic plate, and use the second shear pin (133) to carry out pretension connection between, set at base plate and the second sliding panel side
Be equipped with the second c-type mild steel II (132), described bottom panel side be provided with make the second sliding panel only can along direction across bridge direction slide spacing
Plate, described second c-type mild steel II one end is articulated with the second sliding panel side, and the other end is articulated with bottom panel side.
The most according to claim 1 a kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system, and its feature exists
In, the described first vertical vibration absorption and isolation support (B1) is identical with the second vertical vibration absorption and isolation support (B2) structure.
The most according to claim 4 a kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system, and its feature exists
In, the described first vertical vibration absorption and isolation support is made up of the vertical damping in top and bottom Bidirectional slide mechanism, and described top is erected
Include the first plate, the second plate to damping and four groups of disk spring assemblies between two plates, each of which group dish are set
Shape spring assembly includes the dish-shaped sheet of a lead and a series of superposition, and described lead lower end is welded on the second plate, on
End coordinates with the gathering sill on the first plate, and the surrounding of first, second plate is provided with some c-type mild steel, at the first plate and the
It is provided with pre-locking sleeve between two plates, and is locked by shear pin between pre-locking sleeve；
Described bottom Bidirectional slide mechanism includes two the first slide plates each other by arc mating spherical surfaces and the second slide plate, wherein
First slide plate is positioned at the downside of the second plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620738309.5U CN205804157U (en) | 2016-07-13 | 2016-07-13 | A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620738309.5U CN205804157U (en) | 2016-07-13 | 2016-07-13 | A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system |
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| CN205804157U true CN205804157U (en) | 2016-12-14 |
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| CN201620738309.5U Withdrawn - After Issue CN205804157U (en) | 2016-07-13 | 2016-07-13 | A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192733A (en) * | 2016-07-13 | 2016-12-07 | 山东省交通规划设计院 | A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system |
| CN107237421A (en) * | 2017-08-08 | 2017-10-10 | 上海方寻减振科技有限公司 | Attachment means and seismic energy dissipation structure for energy dissipation component |
-
2016
- 2016-07-13 CN CN201620738309.5U patent/CN205804157U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192733A (en) * | 2016-07-13 | 2016-12-07 | 山东省交通规划设计院 | A kind of be applicable to cable-stayed bridge, the three-dimensional of suspension bridge subtracts shock insulation supporting system |
| CN106192733B (en) * | 2016-07-13 | 2018-08-07 | 山东省交通规划设计院 | A kind of three-dimensional suitable for cable-stayed bridge, suspension bridge subtracts shock insulation supporting system |
| CN107237421A (en) * | 2017-08-08 | 2017-10-10 | 上海方寻减振科技有限公司 | Attachment means and seismic energy dissipation structure for energy dissipation component |
| WO2019029316A1 (en) * | 2017-08-08 | 2019-02-14 | 上海方寻减振科技有限公司 | Connection device for energy dissipation component, and energy dissipation and shock absorption structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161214 Effective date of abandoning: 20180807 |
|
| AV01 | Patent right actively abandoned |