CN205296458U - Shock mount device - Google Patents
Shock mount device Download PDFInfo
- Publication number
- CN205296458U CN205296458U CN201521143928.1U CN201521143928U CN205296458U CN 205296458 U CN205296458 U CN 205296458U CN 201521143928 U CN201521143928 U CN 201521143928U CN 205296458 U CN205296458 U CN 205296458U
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- CN
- China
- Prior art keywords
- plate
- base
- gusset
- rubber support
- node structure
- 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
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- Vibration Prevention Devices (AREA)
Abstract
The utility model provides a shock mount device includes node structure, upright gusset, base -plate at least, crosses the cab apron, buries a board, rubber support and spring, rubber support sets up the one end at whole device, the upper surface at rubber support is hugged closely to the base -plate level, stand the vertical arrangement of gusset and at the base -plate both ends, just found gusset and base -plate zonulae occludens, the spring sets up in the middle of the coexistence gusset, the node structure sets up and is standing the gusset upper end, and node structure and upright gusset upper end zonulae occludens, cross cab apron and rubber support lower surface zonulae occludens, bury a board setting and crossing the cab apron bottom to bury a board and cross cab apron zonulae occludens, this shock mount device is rational in infrastructure, and stability is strong, and life is of a specified duration, and the bulk strength of vertical direction pull out force of horizontal bearing capacity and support all increases substantially, and the practicality is strong, is fit for using widely.
Description
Technical field
This utility model relates to building-supporting device applied technical field, especially a kind of shock mount device.
Background technology
Yielding rubber bearing is at skyscraper, a kind of Novel elastic support used on railway and bridge, it it is the main member that building foundation is shockproof, research and the application of the current yielding rubber bearing of China primarily focus on bridge construction, extensive use is also failed in building constructions, traditional yielding rubber bearing is divided into common panel formula, politef panel type and benzvalene form three types, but these three type child's structure and application there are differences, result in loaded down with trivial detailsization in monnolithic case and technological design and enforcement, additionally, the installation of coordinating of different structure further relies on cross action and the restriction of Architectural Mechanics and shockproof theory, but there is many weak points in current shock mount, as little in bearing bearing pressure, it is easily subject to compress for a long time the shortcomings such as performance that follow the string, therefore, for the problems referred to above, a kind of shock mount device is proposed.
Utility model content
Prior art can not meet the needs of people, for making up prior art deficiency, it is more reasonable that this utility model aims to provide a kind of structure, and performance is relatively reliable, longer service life, the shock mount device that the bulk strength of horizontal bearing capacity, vertical direction pull out force and bearing is all improved largely.
For achieving the above object, this utility model by the following technical solutions: a kind of shock mount device, at least include node structure, vertical rib plate, base-plate, rebound, embedded part plate, rubber support and spring; Described rubber support is arranged on one end of whole device; Described base-plate level is close to rubber support upper surface; Described vertical rib plate is vertically placed in base-plate two ends, and vertical rib plate and base-plate compact siro spinning technology; Described spring is arranged in the middle of two vertical rib plate; Described node structure is arranged on vertical rib plate upper end, and node structure and vertical rib plate upper end compact siro spinning technology; Described rebound and rubber support lower surface compact siro spinning technology; Described embedded part plate is arranged on bottom rebound, and embedded part plate and rebound compact siro spinning technology.
As optimisation technique scheme of the present utility model: described rebound is arranged on base-plate upper end, and rebound inside is quadrilateral structure;Described vertical rib plate is arranged between node structure and base-plate, and vertical rib plate upper end is embedded in inside node structure.
Compared with prior art, the beneficial effects of the utility model are: this utility model horizontal bearing capacity, the bulk strength of vertical direction pull out force and bearing is all improved largely than common bearing, its bearing adopts elastic damping element, when horizontal force big to a certain extent after, shock-absorbing spring starts to occur elastic deformation to realize cushioning effect, when structure generation corner, core produces to rotate, the torque that release superstructure produces, during earthquake, rigidity earthquake resistant construction and flexible anti-vibration measure are had an effect simultaneously, to resist huge inputting seismic energy, so both can guarantee that on bridge, under relative displacement rational in infrastructure, reduce the amplification coefficient of seismic force, structure is made again to keep unity, the engineering structure of high intensity Zone especially full run-down type earthquake territory there is good antidetonation damping effect.
Accompanying drawing explanation
Fig. 1 is this utility model overall structure schematic diagram;
Fig. 2 is this utility model rubber support schematic diagram;
Wherein: 1, node structure, 2, vertical rib plate, 3, base-plate, 4, rebound, 5, embedded part plate, 6, rubber support, 7, spring.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole embodiments. Based on the embodiment in this utility model, all other embodiments that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection.
Referring to Fig. 1��2, in this utility model embodiment, a kind of shock mount device, including node structure 1, vertical rib plate 2, base-plate 3, rebound 4, embedded part plate 5, rubber support 6 and spring 7; Described rubber support 6 is arranged on one end of whole device; Described base-plate 3 level is close to rubber support 6 upper surface; Described vertical rib plate 2 is vertically placed in base-plate 3 two ends, and vertical rib plate 2 and base-plate 3 compact siro spinning technology; Described spring 7 is arranged in the middle of two vertical rib plate 2; Described node structure 1 is arranged on vertical rib plate 2 upper end, and node structure 1 and vertical rib plate 2 upper end compact siro spinning technology; Described rebound 4 and rubber support 6 lower surface compact siro spinning technology; Described embedded part plate 5 is arranged on the downside of whole device, and with rebound 4 compact siro spinning technology.
As optimisation technique scheme of the present utility model: described rebound 4 is arranged on base-plate 3 upper end, and rebound 4 inside is quadrilateral structure; Described vertical rib plate 2 is arranged between node structure 1 and base-plate 3, and vertical rib plate 2 upper end is embedded in node structure 1 inside.
As points for attention of the present utility model: bearing bearing capacity should calculate according to the bearing number arranged on dead load, mobile load fulcrum sum and pier greatly, the maximum counter-force making each does not exceed 5 the percent of its allowable bearing, minimum counter-force is not lower than allowing 80 the percent of carrying, selects suitable bearing with this scope; Can selected vibration damping holder be applicable to designed structure, first it is also contemplated that vertical pressure during earthquake and pull out force, horizontal shear and corner and necessary displacement; The quantity of bearing, the bearing point of general a piece of T beam should set a bearing, and the fulcrum of a box beam should set two bearings;Bearing specification can be chosen on specification series table according to normal pressure, vertical pull out force, horizontal shear etc., and pier end face arranges pre-embedded steel slab, in order to bearing is connected with substructure; When bridge is sea-crossing bridge or during along sea-bridge, design drawing should in position mark the optional corrosion resistant corrosion resistant plate of factory, to improve bearing service life.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and when without departing substantially from spirit of the present utility model or basic feature, it is possible to realize this utility model in other specific forms. Therefore, no matter from which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims rather than described above, it is intended that all changes in the implication of the equivalency dropping on claim and scope included in this utility model. Any accompanying drawing labelling in claim should be considered as the claim that restriction is involved.
The above; it is only preferred embodiment of the present utility model; not in order to limit this utility model, every any trickle amendment, equivalent replacement and improvement above example made according to technical spirit of the present utility model, should be included within the protection domain of technical solutions of the utility model.
Claims (3)
1. a shock mount device, at least includes node structure (1), vertical rib plate (2), base-plate (3), rebound (4), embedded part plate (5), rubber support (6) and spring (7); It is characterized in that: described rubber support (6) is arranged on one end of whole device; Described base-plate (3) level is close to rubber support (6) upper surface; Described vertical rib plate (2) is vertically placed in base-plate (3) two ends, and vertical rib plate (2) and base-plate (3) compact siro spinning technology; Described spring (7) is arranged in the middle of two vertical rib plate (2); Described node structure (1) is arranged on vertical rib plate (2) upper end, and node structure (1) and vertical rib plate (2) upper end compact siro spinning technology; Described rebound (4) and rubber support (6) lower surface compact siro spinning technology; Described embedded part plate (5) is arranged on the downside of whole device, and embedded part plate (5) and rebound (4) compact siro spinning technology.
2. a kind of shock mount device according to claim 1, it is characterised in that: described rebound (4) is arranged on base-plate (3) upper end, and rebound (4) inside is quadrilateral structure.
3. a kind of shock mount device according to claim 1, it is characterized in that: described vertical rib plate (2) is arranged between node structure (1) and base-plate (3), and vertical rib plate (2) upper end is embedded in node structure (1) inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521143928.1U CN205296458U (en) | 2015-12-29 | 2015-12-29 | Shock mount device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521143928.1U CN205296458U (en) | 2015-12-29 | 2015-12-29 | Shock mount device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296458U true CN205296458U (en) | 2016-06-08 |
Family
ID=56469393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521143928.1U Expired - Fee Related CN205296458U (en) | 2015-12-29 | 2015-12-29 | Shock mount device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296458U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763661A (en) * | 2018-12-24 | 2019-05-17 | 中建三局集团有限公司 | The antidetonation sliding support device and its installation method that a kind of disk spring and rubber spring are applied in combination |
-
2015
- 2015-12-29 CN CN201521143928.1U patent/CN205296458U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763661A (en) * | 2018-12-24 | 2019-05-17 | 中建三局集团有限公司 | The antidetonation sliding support device and its installation method that a kind of disk spring and rubber spring are applied in combination |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160608 Termination date: 20161229 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |