CN104695576A - Design for shockproof support seat - Google Patents
Design for shockproof support seat Download PDFInfo
- Publication number
- CN104695576A CN104695576A CN201310638723.XA CN201310638723A CN104695576A CN 104695576 A CN104695576 A CN 104695576A CN 201310638723 A CN201310638723 A CN 201310638723A CN 104695576 A CN104695576 A CN 104695576A
- Authority
- CN
- China
- Prior art keywords
- plate
- column base
- connecting plate
- base plate
- strength bolt
- 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.)
- Pending
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- Bridges Or Land Bridges (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention provides a shockproof support seat, which is composed of an embedded steel plate, a high-strength bolt sleeve, high-strength bolts, a column base plate, a lead core, an upper connecting plate and a lower connecting plate, wherein the shockproof support seat is connected with a concrete bearing platform embedded part and a steel column base through high-strength bolts. Since welding deformation exists, after the column base is welded, the lower connecting plate of the column base plate is planed through processing equipment, so as to ensure full contact of the upper connecting plate of the shockproof support seat and the base plate of the steel column base, therefore, horizontal shear can be transmitted effectively.
Description
Technical field:
The present invention relates to a kind of anti-vibration mounts and connect design, particularly a kind of anti-vibration mounts design.
Background technology:
The layout of anti-vibration mounts and wind-resistant support finally should reach following requirements: 1) compressed stress of Rubber shockproof bearing meets Criterion restriction requirement, control within 10MPa, 2) large lead-rubber wind bearing and the shear-carrying capacity of bearing with lead core under vertical load and wind load combination operating mode meet code requirement, and ensure backed integral, flexible restoring force meet the regulation of specification, after earthquake, superstructure can be made to return back to original state.
Summary of the invention:
Object of the present invention is exactly defect in order to overcome prior art and provides a kind of anti-vibration mounts to design.
To achieve these goals, the technical solution adopted in the present invention is:
A kind of anti-vibration mounts design, be made up of pre-embedded steel slab, high-strength bolt sleeve, high-strength bolt, column base plate, lead for retractable pencil, upper junction plate and lower connecting plate, described anti-vibration mounts all adopts high-strength bolt to be connected with concrete bearing platform built-in fitting and steel column foot, owing to there is welding deformation, column base plate should after suspension column have welded, adopt process equipment to planish to base plate lower connecting plate, ensure that anti-vibration mounts upper junction plate fully contacts with the contact surface of bottom plate of steel column foot, effectively can transmit horizontal shear.
Accompanying drawing illustrates:
Fig. 1 is structural representation of the invention process:
In figure, 1, pre-embedded steel slab, 2, high-strength bolt sleeve, 3, high-strength bolt, 4, column base plate, 5, lead for retractable pencil, 6, upper junction plate, 7, lower connecting plate.
Detailed description of the invention:
Below in conjunction with accompanying drawing, the present invention is further illustrated.
A kind of anti-vibration mounts design, by pre-embedded steel slab (1), high-strength bolt sleeve (2), high-strength bolt (3), column base plate (4), lead for retractable pencil (5), upper junction plate (6) and lower connecting plate (7) composition, described anti-vibration mounts and concrete bearing platform built-in fitting and steel column foot all adopt high-strength bolt (3) to be connected, owing to there is welding deformation, column base plate (4) should after suspension column have welded, process equipment is adopted to planish to base plate lower connecting plate (7), ensure that anti-vibration mounts upper junction plate (6) fully contacts with the contact surface of bottom plate of steel column foot, effectively can transmit horizontal shear.
Claims (1)
1. an anti-vibration mounts design, by pre-embedded steel slab (1), high-strength bolt sleeve (2), high-strength bolt (3), column base plate (4), lead for retractable pencil (5), upper junction plate (6) and lower connecting plate (7) composition, it is characterized in that: described anti-vibration mounts and concrete bearing platform built-in fitting and steel column foot all adopt high-strength bolt (3) to be connected, owing to there is welding deformation, column base plate (4) should after suspension column have welded, process equipment is adopted to planish to base plate lower connecting plate (7), ensure that anti-vibration mounts upper junction plate (6) fully contacts with the contact surface of bottom plate of steel column foot, effectively can transmit horizontal shear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310638723.XA CN104695576A (en) | 2013-12-04 | 2013-12-04 | Design for shockproof support seat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310638723.XA CN104695576A (en) | 2013-12-04 | 2013-12-04 | Design for shockproof support seat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104695576A true CN104695576A (en) | 2015-06-10 |
Family
ID=53343087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310638723.XA Pending CN104695576A (en) | 2013-12-04 | 2013-12-04 | Design for shockproof support seat |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104695576A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109252727A (en) * | 2018-09-28 | 2019-01-22 | 西北民族大学 | The integrated assembly node of Seismic Isolation of Isolation Layer rubber support and column, beam slab system and method |
| CN112049244A (en) * | 2020-09-21 | 2020-12-08 | 大理大学 | Bearing member for wooden building |
-
2013
- 2013-12-04 CN CN201310638723.XA patent/CN104695576A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109252727A (en) * | 2018-09-28 | 2019-01-22 | 西北民族大学 | The integrated assembly node of Seismic Isolation of Isolation Layer rubber support and column, beam slab system and method |
| CN109252727B (en) * | 2018-09-28 | 2023-10-13 | 西北民族大学 | Shock insulation layer rubber support, column, beam and plate system integrated assembly node and method |
| CN112049244A (en) * | 2020-09-21 | 2020-12-08 | 大理大学 | Bearing member for wooden building |
| CN112049244B (en) * | 2020-09-21 | 2021-12-14 | 大理大学 | Bearing member for wooden building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150610 |