CN206428715U - Pile foundation support table with anti-seismic performance - Google Patents
Pile foundation support table with anti-seismic performance Download PDFInfo
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- CN206428715U CN206428715U CN201720065950.1U CN201720065950U CN206428715U CN 206428715 U CN206428715 U CN 206428715U CN 201720065950 U CN201720065950 U CN 201720065950U CN 206428715 U CN206428715 U CN 206428715U
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- cushion cap
- load
- bearing pillar
- groove
- support table
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Abstract
The utility model belongs to cushion cap technical field.A kind of pile foundation support table with anti-seismic performance, the upper cushion cap on lower cushion cap top is arranged on including foundation pile, the lower cushion cap being arranged on foundation pile and matching, corresponding upper groove and low groove are respectively arranged with the middle part of the upper cushion cap and lower cushion cap, load-bearing pillar is fixedly installed by built-in fitting in the upper groove, rubber seat is set between the load-bearing pillar lower end and low groove, multiple hydraulic dampers are circumferentially provided between load-bearing pillar and the side wall of upper groove, the axis and load-bearing pillar of hydraulic damper are tangent；Multigroup corresponding magnet piece is provided between the load-bearing pillar and the side wall of low groove, and it is identical in load-bearing pillar magnet piece magnetic pole corresponding with recessed groove sidewall.The utility model can substantially reduce the shock loads that cushion cap is carried, and can effectively reduce vibration frequency, so as to be tuned to vibrations, ensure the stability of whole cushion cap.
Description
Technical field
The utility model belongs to cushion cap technical field, and in particular to a kind of pile foundation support table with anti-seismic performance.
Background technology
, it is necessary to carry out the bearing platform construction of large-tonnage in bridge construction of the highway construction, and the quality of bearing platform construction is directly determined
The performance of bridge highway is determined, due to there is higher drop in mountain area, therefore has needed in bearing platform construction to consider wind load pair
The influence of highway and bridge, and the influence of the geological disaster to the performance of bridge such as earthquake, and use rubber existing cushion cap more
Bearing realizes buffering, but its vibrations being merely capable of to longitudinal direction carries out certain buffering, and transverse load can not be carried out effectively
Elimination, so as in the case of more serious geological disaster or the vibrations of wind load are met with, cause applying in actual
More serious mass defect occurs for Cheng Zhonghui.
The content of the invention
The purpose of this utility model be for above-mentioned problem and shortage there is provided a kind of reasonable in design, compact,
Stability is good, can greatly improve the load-carrying properties of cushion cap and the pile foundation support table with anti-seismic performance of damping performance.
To reach above-mentioned purpose, adopted the technical scheme that：
A kind of pile foundation support table with anti-seismic performance, including foundation pile, the lower cushion cap that is arranged on foundation pile and matching are arranged on
Corresponding upper groove and low groove, institute are respectively arranged with the middle part of the upper cushion cap on lower cushion cap top, the upper cushion cap and lower cushion cap
State in upper groove and load-bearing pillar is fixedly installed by built-in fitting, rubber is set between the load-bearing pillar lower end and low groove
Seat, is circumferentially provided with multiple hydraulic dampers, the axis of hydraulic damper is with holding between load-bearing pillar and the side wall of upper groove
Weight post is tangent；It is provided with multigroup corresponding magnet piece between the load-bearing pillar and the side wall of low groove, and in load-bearing pillar and recessed
Corresponding magnet piece magnetic pole is identical in groove sidewall.
Offer and be provided with and locating slot on multiple locating slots, the upper cushion cap in lower cushion cap corresponding with low groove outer rim
Corresponding locating dowel, the locating dowel includes the pre-buried middle strut being fixedly installed on cushion cap and is arranged on middle strut and positioning
Rubber sleeve between groove inwall.
Four hydraulic dampers have circumferentially been uniformly arranged between the load-bearing pillar and upper groove.
12 ~ 24 groups of magnet pieces have circumferentially been uniformly arranged between the load-bearing pillar and low groove.
Using above-mentioned technical proposal, acquired beneficial effect is：
It is the utility model reasonable in design, compact, its by the setting of load-bearing pillar, and load-bearing pillar and upper groove and under
The setting of hydraulic damper and magnet piece between groove, can substantially reduce the shock loads that cushion cap is carried, and can have
The reduction vibration frequency of effect, so as to be tuned to vibrations, ensures the stability of whole cushion cap, the application integrated carrying performance
It is good, and the vibrations caused by natural calamity can be resisted, so as to ensure the safety of the communal facilitys such as bridge highway, safeguard the people's
Property and life security.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Sequence number in figure：1 it is foundation pile, 2 be lower cushion cap, 3 be upper cushion cap, 4 be low groove, 5 be upper groove, 6 is load-bearing pillar, 7
It is hydraulic damper for rubber seat, 8,9 be magnet piece, 10 be locating slot, 11 be middle strut, 12 is rubber sleeve.
Embodiment
Embodiment of the present utility model is elaborated below in conjunction with accompanying drawing.
Referring to Fig. 1, a kind of pile foundation support table with anti-seismic performance, including foundation pile 1, the and of lower cushion cap 2 that is arranged on foundation pile 1
Matching is arranged on the upper cushion cap 3 on lower cushion cap top, and the middle part of the upper cushion cap 3 and lower cushion cap 2 is respectively arranged with corresponding fovea superior
Load-bearing pillar 6, the load-bearing pillar lower end and low groove are fixedly installed by built-in fitting in groove 5 and low groove 4, the upper groove 5
Between set rubber seat 7, multiple hydraulic dampers 8, liquid are circumferentially provided between load-bearing pillar and the side wall of upper groove
Press the axis and load-bearing pillar of damper tangent；Multigroup corresponding magnet piece is provided between the load-bearing pillar and the side wall of low groove
9, and it is identical in load-bearing pillar magnet piece magnetic pole corresponding with recessed groove sidewall.
Offered in lower cushion cap corresponding with low groove outer rim and be provided with and position on multiple locating slots 10, the upper cushion cap
The corresponding locating dowel of groove, the locating dowel include the pre-buried middle strut 11 being fixedly installed on cushion cap and be arranged on middle strut and
Rubber sleeve 12 between locating slot inwall.
Four hydraulic dampers 8 have circumferentially been uniformly arranged between the load-bearing pillar and upper groove.
12 ~ 24 groups of magnet pieces 9 have circumferentially been uniformly arranged between the load-bearing pillar and low groove.
It is the utility model reasonable in design, compact, its by the setting of load-bearing pillar, and load-bearing pillar and upper groove and under
The setting of hydraulic damper and magnet piece between groove, can substantially reduce the shock loads that cushion cap is carried, and can have
The reduction vibration frequency of effect, so as to be tuned to vibrations, ensures the stability of whole cushion cap, the application integrated carrying performance
It is good, and the vibrations caused by natural calamity can be resisted, so as to ensure the safety of the communal facilitys such as bridge highway, safeguard the people's
Property and life security.
General principle, principal character and the advantages of the present invention of the present invention has been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and that described in above-described embodiment and specification is the present invention
Principle, various changes and modifications of the present invention are possible without departing from the spirit and scope of the present invention, these change and
Improvement is both fallen within the range of claimed invention.The protection domain of application claims by appended claims and its
Equivalent is defined.
Claims (4)
1. a kind of pile foundation support table with anti-seismic performance, it is characterised in that：Including foundation pile, the lower cushion cap being arranged on foundation pile and
With the upper cushion cap for being arranged on lower cushion cap top, corresponding upper groove is respectively arranged with the middle part of the upper cushion cap and lower cushion cap with
Load-bearing pillar is fixedly installed by built-in fitting in groove, the upper groove, rubber is set between the load-bearing pillar lower end and low groove
Glue support base, is circumferentially provided with multiple hydraulic dampers, the axle of hydraulic damper between load-bearing pillar and the side wall of upper groove
Line is tangent with load-bearing pillar；Multigroup corresponding magnet piece is provided between the load-bearing pillar and the side wall of low groove, and in load-bearing pillar
Magnet piece magnetic pole corresponding with recessed groove sidewall is identical.
2. the pile foundation support table according to claim 1 with anti-seismic performance, it is characterised in that：It is corresponding with low groove outer rim
Offered in lower cushion cap and locating dowel corresponding with locating slot, the locating dowel bag are provided with multiple locating slots, the upper cushion cap
Include the pre-buried middle strut being fixedly installed on cushion cap and the rubber sleeve being arranged between middle strut and locating slot inwall.
3. the pile foundation support table according to claim 1 with anti-seismic performance, it is characterised in that：The load-bearing pillar and upper groove
Between be circumferentially uniformly arranged four hydraulic dampers.
4. the pile foundation support table according to claim 1 with anti-seismic performance, it is characterised in that：The load-bearing pillar and low groove
Between be circumferentially uniformly arranged 12 ~ 24 groups of magnet pieces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720065950.1U CN206428715U (en) | 2017-01-19 | 2017-01-19 | Pile foundation support table with anti-seismic performance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720065950.1U CN206428715U (en) | 2017-01-19 | 2017-01-19 | Pile foundation support table with anti-seismic performance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206428715U true CN206428715U (en) | 2017-08-22 |
Family
ID=59583407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720065950.1U Active CN206428715U (en) | 2017-01-19 | 2017-01-19 | Pile foundation support table with anti-seismic performance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206428715U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859078A (en) * | 2017-09-15 | 2018-03-30 | 赵云年 | The reinforcement means of building pile foundation |
-
2017
- 2017-01-19 CN CN201720065950.1U patent/CN206428715U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859078A (en) * | 2017-09-15 | 2018-03-30 | 赵云年 | The reinforcement means of building pile foundation |
| CN107859078B (en) * | 2017-09-15 | 2019-10-18 | 广州市台实防水补强有限公司 | The reinforcement means of building pile foundation |
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