CN206143944U - Universal rotation shock insulation layer tensile and horizontal spacing device - Google Patents
Universal rotation shock insulation layer tensile and horizontal spacing device Download PDFInfo
- Publication number
- CN206143944U CN206143944U CN201621039064.3U CN201621039064U CN206143944U CN 206143944 U CN206143944 U CN 206143944U CN 201621039064 U CN201621039064 U CN 201621039064U CN 206143944 U CN206143944 U CN 206143944U
- Authority
- CN
- China
- Prior art keywords
- insulation layer
- ball
- shock insulation
- concrete buttress
- universal hinge
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009413 insulation Methods 0.000 title abstract description 11
- 230000035939 shock Effects 0.000 title abstract description 10
- 238000002955 isolation Methods 0.000 claims abstract description 66
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 238000013016 damping Methods 0.000 claims abstract description 13
- 238000005987 sulfurization reaction Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 description 5
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 241001080929 Zeugopterus punctatus Species 0.000 description 1
- 230000034994 death Effects 0.000 description 1
- 231100000517 death Toxicity 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000266 injurious effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to an universal rotation shock insulation layer tensile and horizontal spacing device belongs to building, bridge isolation technology field. The utility model discloses an upper and lower concrete buttress, grooved ring shape support, ball -type universal hinge, vertical limiting plate, steel pole, shock insulation layer superstructure, shock insulation layer substructure, high strength bolt, high -damping rubber, from top to bottom the concrete buttress is installed in shock insulation layer superstructure lower part, and upper and lower concrete buttress is installed on shock insulation layer substructure, and grooved ring shape bearing installation is in concrete buttress from top to bottom, and ball -type universal hinge installs respectively at the steel pole both ends, and ball -type universal hinge installs in grooved ring shape support, and vertical limiting plate is installed through high strength bolt and is being lain in grooved ring shape support department on the concrete buttress from top to bottom, and high -damping rubber vulcanizes between grooved ring shape support and ball -type universal hinge. The low -voltage breaker buckle -releasing apparatus with the reinforced insulation of the utility model is simple in structure and convenient to install. Can improve the tensile ability and the horizontal spacing function on shock insulation layer, effectual protection rubber shock insulation layer, the inside pipeline of structure and other equipment.
Description
Technical field
This utility model is related to a kind of universal rotational type Seismic Isolation of Isolation Layer tension and Compact Mounts, belong to building, bridge every
Shake technical field.
Background technology
Earthquake is the natural phenomena that a kind of earth's crust discharges huge energy, and due to its randomness and sudden, therefore which is often
Give people class and bring huge loss.These huge injures and deaths make us gradually recognize that development subtracts the importance of seismic isolation technology.With
The continuous development of economy and seismic isolation technology, high-level structure application rubber vibration isolation technology has become a kind of development trend, but
As the generation tilting moment and Vertical Earthquake Loads of horizontal earthquake action all often cause rubber vibration isolation layer tensile failure,
So that structure has the danger toppled, therefore the scarce capacity of rubber vibration isolation layer opposing tension becomes constraint rubber vibration isolation technology
To the bottleneck of high-level structure development.Under horizontal earthquake action, rubber vibration isolation layer can produce very big displacement, make structure gut line
Damaging with miscellaneous equipment, therefore limit rubber vibration isolation layer harmful level displacement also becomes a problem for having to solve.
The harmful drift for mainly being arranged in rubber vibration isolation layer to limit Seismic Isolation of Isolation Layer using viscous damping at present, but due to viscous damping
Cost is higher to make its application be not quite varied.
The content of the invention
The purpose of this utility model is to provide universal rotational Seismic Isolation of Isolation Layer tension Compact Mounts, and the device does not affect shock insulation
The deformation of layer horizontal direction and energy dissipation capacity, the height for determining buttress by Seismic Isolation of Isolation Layer limit displacement value in isolation structure design are utilized
Steel pole come undertake huge pulling force and constraint Seismic Isolation of Isolation Layer injurious deformation.
This utility model is realized by technical scheme below：A kind of universal rotational type Seismic Isolation of Isolation Layer tension and Compact Mounts,
Including upper and lower concrete buttress 1, the universal hinge 3, vertical spacing plate 4 of grove shaped circumferential bearing 2, ball-type, steel pole 5, Seismic Isolation of Isolation Layer top knot
Structure 6, Seismic Isolation of Isolation Layer substructure 7, high-strength bolt 8, high-damping rubber 9；Concrete buttress 1 is arranged on Seismic Isolation of Isolation Layer superstructure up and down
6 bottoms, upper and lower concrete buttress 1 are arranged on Seismic Isolation of Isolation Layer substructure 7, and grove shaped circumferential bearing 2 is installed in upper and lower concrete
In pier 1, the universal hinge of ball-type 3 is separately mounted to 5 two ends of steel pole, and the universal hinge of ball-type 3 is arranged in grove shaped circumferential bearing 2, vertical to limit
Position plate 4 is arranged on upper and lower concrete buttress 1 by high-strength bolt 8 and is located at grove shaped circumferential bearing 2, the sulfuration of 9 glue of high-damping rubber
Grove shaped circumferential bearing 2 and ball-type it is universal hinge 3 between.
The operation principle of a kind of universal rotational type Seismic Isolation of Isolation Layer tension and Compact Mounts is：Under vertical tension effect,
Vertical tension is undertaken by vertical steel pole 5, rubber vibration isolation layer is effectively protected, steel pole 5 is while Seismic Isolation of Isolation Layer vertical rigidity is increased
Ensure the horizontal energy dissipation capacity of Seismic Isolation of Isolation Layer again, under vertical pressure effect, steel pole 5 undertakes dead load institute together with rubber vibration isolation layer
The vertical pressure effect of generation, so as to realize the device level to the function of the vertical tension that consumes energy；By in ball-type 3 Hes of universal hinge
Vulcanize a floor height damping rubber 9 between the grove shaped circumferential bearing 2, also increase while ball-type 3 turning power of universal hinge is ensured
The energy dissipation capacity of the strong device；It is anti-using the universal rotation for cutting with scissors 3 of ball-type and steel pole 5 by adjusting upper and lower 1 height of concrete buttress
The Horizontal limiting function of drawing to realize the device.
This utility model has the advantages that：
1st, simple structure, easy for installation；
2nd, the resistance to tension and Horizontal limiting function of Seismic Isolation of Isolation Layer can be improved, rubber vibration isolation layer, inside configuration is effectively protected
Pipeline and miscellaneous equipment；
3rd, strengthen the vertical displacement of the universal hinge of constraint ball-type by arranging vertical spacing plate, stablizing for the device can be improved
Property；
4th, by the high-damping rubber vulcanized between the universal hinge of ball-type and the grove shaped circumferential bearing, ensureing that ball-type is universal
The energy dissipation capacity of the device can be strengthened while hinge turning power.
5th, vertical tensile device and Compact Mounts are combined together, it is to avoid limit shock insulation using viscous damper
Layer horizontal displacement, can produce huge economic benefit.
Description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is that grove shaped circumferential bearing of the present utility model installs present invention looks up structural representation；
Fig. 3 is the universal hinge mounting structure schematic diagram of ball-type of the present utility model.
Respectively it is numbered in figure：1：Up and down concrete buttress, 2：Grove shaped circumferential bearing, 3：The universal hinge of ball-type, 4：Vertical spacing
Plate, 5：Steel pole, 6：Seismic Isolation of Isolation Layer superstructure, 7：Seismic Isolation of Isolation Layer substructure, 8：High-strength bolt, 9：High-damping rubber.
Specific embodiment
With reference to the accompanying drawings and examples, the utility model is described in further detail, but content of the present utility model is not
It is limited to the scope.
Embodiment 1：As Figure 1-3, a kind of universal rotational type Seismic Isolation of Isolation Layer tension and Compact Mounts, including mixing up and down
Solidifying soil buttress 1, the universal hinge 3, vertical spacing plate 4 of grove shaped circumferential bearing 2, ball-type, steel pole 5, Seismic Isolation of Isolation Layer superstructure 6, Seismic Isolation of Isolation Layer
Substructure 7, high-strength bolt 8, high-damping rubber 9；Concrete buttress 1 is arranged on 6 bottom of Seismic Isolation of Isolation Layer superstructure up and down, up and down
Concrete buttress 1 is arranged on Seismic Isolation of Isolation Layer substructure 7, and grove shaped circumferential bearing 2 is arranged in upper and lower concrete buttress 1, ball-type
Universal hinge 3 is separately mounted to 5 two ends of steel pole, and, in grove shaped circumferential bearing 2, vertical spacing plate 4 is by height for the universal hinge 3 of ball-type
Strength bolt 8 is arranged on upper and lower concrete buttress 1 and is located at grove shaped circumferential bearing 2, and the sulfuration of 9 glue of high-damping rubber is in grove shaped circumferential
Seat 2 and ball-type it is universal hinge 3 between.
Claims (1)
1. a kind of universal rotational type Seismic Isolation of Isolation Layer tension and Compact Mounts, it is characterised in that：Including upper and lower concrete buttress
（1）, grove shaped circumferential bearing（2）, the universal hinge of ball-type（3）, vertical spacing plate（4）, steel pole（5）, Seismic Isolation of Isolation Layer superstructure（6）, every
Shake layer substructure（7）, high-strength bolt（8）, high-damping rubber（9）；Upper and lower concrete buttress（1）Tie installed in Seismic Isolation of Isolation Layer top
Structure（6）Bottom, upper and lower concrete buttress（1）Installed in Seismic Isolation of Isolation Layer substructure（7）On, grove shaped circumferential bearing（2）Installed in upper
Lower concrete buttress（1）It is interior, the universal hinge of ball-type（3）It is separately mounted to steel pole（5）Two ends, the universal hinge of ball-type（3）Installed in groove
Annular ledge（2）It is interior, vertical spacing plate（4）By high-strength bolt（8）Installed in upper and lower concrete buttress（1）It is upper to be located at groove ring
Shape bearing（2）Place, high-damping rubber（9）Sulfuration is in grove shaped circumferential bearing（2）With the universal hinge of ball-type（3）Between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621039064.3U CN206143944U (en) | 2016-09-06 | 2016-09-06 | Universal rotation shock insulation layer tensile and horizontal spacing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621039064.3U CN206143944U (en) | 2016-09-06 | 2016-09-06 | Universal rotation shock insulation layer tensile and horizontal spacing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206143944U true CN206143944U (en) | 2017-05-03 |
Family
ID=58619442
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621039064.3U Expired - Fee Related CN206143944U (en) | 2016-09-06 | 2016-09-06 | Universal rotation shock insulation layer tensile and horizontal spacing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206143944U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237419A (en) * | 2017-07-27 | 2017-10-10 | 中国建筑西南设计研究院有限公司 | The earthquake isolating equipment that a kind of shock isolating pedestal in the case of drawing is pressurized all the time |
| CN107701651A (en) * | 2017-11-15 | 2018-02-16 | 中国地震局工程力学研究所 | Combine multisection type electrical equipment damping device |
| CN110080592A (en) * | 2019-04-26 | 2019-08-02 | 湖北文理学院 | A kind of multidimensional hinged ball drum type brake viscoplasticity Self-resetting shock-absorption device and its shock-dampening method |
| CN110273971A (en) * | 2019-06-28 | 2019-09-24 | 重庆大学 | A kind of displacement with safety device-speed composite damper |
| CN111519781A (en) * | 2020-04-30 | 2020-08-11 | 同济大学建筑设计研究院(集团)有限公司 | Bidirectional sliding piston rod type shock insulation tensile device |
| CN113006286A (en) * | 2021-03-12 | 2021-06-22 | 中建三局集团有限公司 | Tensile anti-torsion shock insulation support |
| CN114033060A (en) * | 2021-10-29 | 2022-02-11 | 上海方寻减振科技有限公司 | Height-adaptive inclined energy dissipation structure and application |
-
2016
- 2016-09-06 CN CN201621039064.3U patent/CN206143944U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237419A (en) * | 2017-07-27 | 2017-10-10 | 中国建筑西南设计研究院有限公司 | The earthquake isolating equipment that a kind of shock isolating pedestal in the case of drawing is pressurized all the time |
| CN107237419B (en) * | 2017-07-27 | 2022-12-06 | 中国建筑西南设计研究院有限公司 | Shock isolation device with shock isolation support always pressed under drawing condition |
| CN107701651A (en) * | 2017-11-15 | 2018-02-16 | 中国地震局工程力学研究所 | Combine multisection type electrical equipment damping device |
| CN110080592A (en) * | 2019-04-26 | 2019-08-02 | 湖北文理学院 | A kind of multidimensional hinged ball drum type brake viscoplasticity Self-resetting shock-absorption device and its shock-dampening method |
| CN110273971A (en) * | 2019-06-28 | 2019-09-24 | 重庆大学 | A kind of displacement with safety device-speed composite damper |
| CN111519781A (en) * | 2020-04-30 | 2020-08-11 | 同济大学建筑设计研究院(集团)有限公司 | Bidirectional sliding piston rod type shock insulation tensile device |
| CN113006286A (en) * | 2021-03-12 | 2021-06-22 | 中建三局集团有限公司 | Tensile anti-torsion shock insulation support |
| CN114033060A (en) * | 2021-10-29 | 2022-02-11 | 上海方寻减振科技有限公司 | Height-adaptive inclined energy dissipation structure and application |
| CN114033060B (en) * | 2021-10-29 | 2023-11-17 | 上海方寻减振科技有限公司 | Highly adaptive inclined energy dissipation structure and application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206143944U (en) | Universal rotation shock insulation layer tensile and horizontal spacing device | |
| CN103147394B (en) | Pulling-resistant bidirectional sliding friction bearing | |
| CN101761147B (en) | Three-dimensional isolation device | |
| CN103774551B (en) | A kind of three-dimensional isolation device | |
| CN105672517B (en) | One kind waves Self-resetting self-supporting tall and slender structure | |
| CN104562920B (en) | The damping energy-dissipating device that a kind of bridge direction across bridge disk spring combines with dynamic damping | |
| CN108442569B (en) | Function-recoverable energy consumption reinforced concrete shear wall and construction method thereof | |
| CN104831621B (en) | Guide rail type anti-drawing high-damping rubber shock insulation support | |
| CN105239501B (en) | Anti-pulling high-damping rubber shock isolating pedestal | |
| CN105804263B (en) | A kind of sliding isolated bearing | |
| CN201778394U (en) | Prestress rubber support seat | |
| CN203891238U (en) | Energy-dissipating shock-absorbing support of aseismic wall | |
| CN209194766U (en) | A kind of building isolation structure | |
| CN103603269A (en) | Annular steel wire rope steel-ball composite damping support | |
| CN201713960U (en) | Three-dimensional vibration isolating device | |
| CN202543950U (en) | Slope anti-seismic flexible passive protection net system | |
| CN205712546U (en) | One waves Self-resetting self-supporting tall and slender structure | |
| CN202416162U (en) | Rubber shock-insulation limit support with inhaul cables | |
| CN203320402U (en) | Inhaul cable type friction pendulum shock reduction and insulation support | |
| CN106684727A (en) | Structure for controlling vibration of converter valve tower | |
| CN203238529U (en) | Structural system used for controlling transverse response of girder, auxiliary pier and transitional pier of cable-stayed bridge | |
| CN203295968U (en) | Replaceable inhaul cable shock absorbing supporting base easy to adjust | |
| CN110258306A (en) | A kind of assembled anti-knock bridge pier | |
| CN102535499A (en) | Lift-off type seismic isolation and reduction pile foundation structure | |
| CN201172792Y (en) | Mounted-out viscous shearing dampener of stay cable |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20180906 |