CN206319683U - A kind of adjustable shock-absorbing plate - Google Patents
A kind of adjustable shock-absorbing plate Download PDFInfo
- Publication number
- CN206319683U CN206319683U CN201621203022.9U CN201621203022U CN206319683U CN 206319683 U CN206319683 U CN 206319683U CN 201621203022 U CN201621203022 U CN 201621203022U CN 206319683 U CN206319683 U CN 206319683U
- Authority
- CN
- China
- Prior art keywords
- backplate
- base plate
- damping
- threaded rod
- support
- 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
Landscapes
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model is related to building board technical field, specifically related to a kind of adjustable shock-absorbing plate, it includes base plate and backplate, and the base plate is arranged on backplate lower end, damping chamber is provided between the base plate and backplate, damping arc is provided with the damping chamber, the damping chamber both sides are provided with threaded rod, and the threaded rod bottom is mutually welded with base plate, upper end passes through backplate, fixed using nut, the backplate upper end is provided with support, the support is T-shaped.The utility model it using being fixed in threaded rod and nut between backplate and base plate, ensure that damping arc radian changes by adjusting threaded rod, so as to reach damping effect, and it has easy to use, and simple to operate, practicality is good, the features such as with low cost.
Description
Technical field
The utility model is related to building board technical field, and in particular to a kind of adjustable shock-absorbing plate.
Background technology
Earthquake, the general name of earth's crust oscillation phenomenon as caused by internal force transmission and external force geologic process.Building is general
It is built in Rock soil Foundation.During earthquake, the seismic wave propagated in ground causes foundation soil body to vibrate.Vibration causes the soil body to add
Deformation and Strength Changes.When the stress produced by the intensity of foundation soil is unable to bear foundation vibration deformation, foundation soil will lose
Go support building ability, cause foundation failure, can be produced when serious as surficial fracture, cave in, sand liquefaction, weak soil shake fall into
Etc. earthquake.
In order to tackle strong earthquake disaster, it is common practice to strengthen the intensity of building, in addition ground is firm
Building makes building constitute a rigid entirety with rock stratum, belongs to rigid anti-seismic structure on the rock stratum of underground, anti-to reach
Shake the purpose of damping.But needed in face of different, damping effect is also required to be adjusted, and this is accomplished by using different damping effects
Material.
Utility model content
The purpose of this utility model is that design is closed for the defect of prior art and not enough there is provided one kind is simple in construction
Reason, a kind of adjustable shock-absorbing plate easy to use, it in threaded rod and nut using being fixed between backplate and base plate, by adjusting
Section threaded rod ensure that damping arc radian changes, so that damping effect is reached, and it has easy to use, simple to operate, reality
It is good with property, the features such as with low cost.
To achieve the above object, the technical solution adopted in the utility model is:
A kind of adjustable shock-absorbing plate described in the utility model, including base plate and backplate, the base plate are arranged under backplate
End, is provided with damping chamber, the damping chamber between the base plate and backplate and is provided with damping arc, and the damping chamber both sides are set
There is threaded rod, the threaded rod bottom is mutually welded with base plate, upper end passes through backplate, is fixed using nut, the backplate upper end is set
Support is equipped with, the support is T-shaped.
The pedestal upper end is provided with frictional layer, and the frictional layer is provided with rat particle, the setting energy of frictional layer
Enough ensure the stabilization of support, with good skid resistance.
The damping arc uses semi arch, and the damping arc is in back-off type structure, the damping arc radian pulling force of semi arch compared with
Greatly, regulation can be easy to, while the need for also meeting and being ignorant of region.
After said structure, the utility model has the beneficial effect that:Its use of the utility model is consolidated in threaded rod and nut
It is scheduled between backplate and base plate, ensure that damping arc radian changes by adjusting threaded rod, so as to reach damping effect;And it
Simple to operate with easy to use, practicality is good, the features such as with low cost.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Description of reference numerals:
1st, base plate;2nd, backplate;3rd, damping chamber;4th, damping arc;5th, support;6th, threaded rod;;7th, nut;8th, frictional layer.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of adjustable shock-absorbing plate described in the utility model, including base plate 1 and backplate 2, the base plate 1
The lower end of backplate 2 is arranged on, is provided between the base plate 1 and backplate 2 in damping chamber 3, the damping chamber 3 and is provided with damping arc 4,
The both sides of damping chamber 3 are provided with threaded rod 6, and the bottom of threaded rod 6 is mutually welded with base plate 1, and upper end passes through backplate 2, use
Nut 8 is fixed, and the upper end of backplate 2 is provided with support 5, and the support 5 is T-shaped.
The upper end of support 5 is provided with frictional layer 8, and the frictional layer 8 is provided with rat particle, the setting of frictional layer
The stabilization of support is ensure that, with good skid resistance.
The damping arc 4 uses semi arch, and the damping arc 4 is in back-off type structure, the damping arc radian pulling force of semi arch
It is larger, regulation can be easy to, while the need for also meeting and being ignorant of region.
Its use of the utility model is fixed between backplate and base plate in threaded rod and nut, can by adjusting threaded rod
Ensure the change of damping arc radian, so as to reach damping effect;And it has easy to use, simple to operate, practicality is good, low cost
Honest and clean the features such as.
The above is only better embodiment of the present utility model, therefore all according to described in the utility model patent claim
The equivalent change or modification done of construction, feature and principle, be included in the utility model patent claim.
Claims (3)
1. a kind of adjustable shock-absorbing plate, it is characterised in that:It includes base plate(1)And backplate(2), the base plate(1)It is arranged on shield
Plate(2)Lower end, the base plate(1)With backplate(2)Between be provided with damping chamber(3), the damping chamber(3)Inside it is provided with damping arc
(4), the damping chamber(3)Both sides are provided with threaded rod(6), the threaded rod(6)Bottom and base plate(1)Mutually weld, upper end is worn
Cross backplate(2), using nut(8)It is fixed, the backplate(2)Upper end is provided with support(5), the support(5)It is T-shaped.
2. a kind of adjustable shock-absorbing plate according to claim 1, it is characterised in that:The support(5)Upper end, which is provided with, rubs
Wipe layer(8), the frictional layer(8)It is provided with rat particle.
3. a kind of adjustable shock-absorbing plate according to claim 1, it is characterised in that:The damping arc(4)Using semi arch,
The damping arc(4)In back-off type structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621203022.9U CN206319683U (en) | 2016-11-08 | 2016-11-08 | A kind of adjustable shock-absorbing plate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621203022.9U CN206319683U (en) | 2016-11-08 | 2016-11-08 | A kind of adjustable shock-absorbing plate |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206319683U true CN206319683U (en) | 2017-07-11 |
Family
ID=59262715
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621203022.9U Expired - Fee Related CN206319683U (en) | 2016-11-08 | 2016-11-08 | A kind of adjustable shock-absorbing plate |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206319683U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110820784A (en) * | 2019-11-29 | 2020-02-21 | 重庆工程职业技术学院 | Building antidetonation supporting construction |
CN112064507A (en) * | 2020-08-07 | 2020-12-11 | 中铁大桥局集团有限公司 | Vertical impact buffering device |
-
2016
- 2016-11-08 CN CN201621203022.9U patent/CN206319683U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110820784A (en) * | 2019-11-29 | 2020-02-21 | 重庆工程职业技术学院 | Building antidetonation supporting construction |
CN112064507A (en) * | 2020-08-07 | 2020-12-11 | 中铁大桥局集团有限公司 | Vertical impact buffering device |
CN112064507B (en) * | 2020-08-07 | 2022-04-08 | 中铁大桥局集团有限公司 | Vertical impact buffering device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102155009A (en) | Crushed rock pile used for strengthening extremely soft soil foundation and construction method thereof | |
CN206319683U (en) | A kind of adjustable shock-absorbing plate | |
CN103774767B (en) | Combined type high-rise structure energy dissipation and shock absorption enhancement layer | |
CN201722776U (en) | Beam column nodal point suitable for square steel pipe column | |
CN204715571U (en) | A kind of high residential building energy-dissipating and shock-absorbing wall | |
CN207891824U (en) | A kind of safeguard structure of hydraulic and hydroelectric engineering side slope | |
CN110529143A (en) | For enhancing the component of tunnel shock resistance | |
CN104878778B (en) | The seismic reinforcing structure of underground structure and method | |
CN201665875U (en) | Light gravity-type anti-earthquake concrete retaining wall | |
CN201915418U (en) | Flexible connecting structure between cushion cap and pile | |
CN205558295U (en) | Concrete hopper | |
CN103742178A (en) | Deep underground roadway support mechanism | |
CN209211508U (en) | A kind of earthquake-resistant structure ground | |
CN206928454U (en) | A kind of Multi-function earthquake-resistant building structure | |
CN206408660U (en) | Old building basis seismic reinforcing structure | |
CN207436110U (en) | A kind of Anti-quaking foundation structure | |
CN205712556U (en) | A kind of building aseismicity framework | |
CN206545218U (en) | A kind of reinforcement type ground and basis | |
CN206971868U (en) | A kind of half waveform buckling restrained brace structure | |
CN202099795U (en) | Crushed stone pile for reinforcing extremely soft soil foundation | |
CN108374600A (en) | A kind of environmentally friendly sound insulation guardrail of construction | |
CN206090947U (en) | Novel compound shear wall with easily change shock attenuation steel sheet attenuator | |
CN106930311A (en) | Assembled architecture earthquake-proof foundation and building | |
CN207828973U (en) | A kind of processing system that building special foundation is reinforced | |
CN209011616U (en) | A kind of civil engineering antidetonation reinforcement structure |
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: 20170711 Termination date: 20171108 |