CN208235601U - A kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction - Google Patents
A kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction Download PDFInfo
- Publication number
- CN208235601U CN208235601U CN201820434051.9U CN201820434051U CN208235601U CN 208235601 U CN208235601 U CN 208235601U CN 201820434051 U CN201820434051 U CN 201820434051U CN 208235601 U CN208235601 U CN 208235601U
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- Prior art keywords
- foundation
- billet
- steel sheath
- beam junction
- steel
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Abstract
The utility model provides a kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction, and the ruggedized construction includes foundation columns, foundation beam, steel sheath, billet, floor of putting more energy into, sleeve, shock isolating pedestal；The foundation columns are original building foundation rod structure；The foundation beam is building basis bottom frame girder construction, which is mutually perpendicular to join with foundation columns；The steel sheath fitting is wrapped in outside column beam junction；The billet is the disk steel plate structure that fitting is installed on the steel sheath of column beam junction；The floor of putting more energy into is mounted perpendicular in the connecting elements on billet and with steel sheath welding；The sleeve is the connecting elements being arranged on the billet of column beam junction, which is fastened by bolts on billet；The shock isolating pedestal be steel construction shock insulation component, the shock isolating pedestal both ends respectively with outside screw and sleeve connection.
Description
Technical field
The utility model relates to building structure technology fields more particularly to a kind of concrete foundation to add with foundation beam junction
Strong type base isolation reinforcement structure.
Background technique
For building the building in quake zone, there is tightened up antidetonation index request.But by making for a long time
With and topography variation, especially earthquake occur after, different degrees of breakage and sedimentation and deformation can all occur in old building.After shake
Old building strengthening and rebuilding engineering is to repair an important ring after shake, and these reinforcing engineerings are often because construction or material are asked
It inscribes and the case where being unsatisfactory for Antiseismic building demand after reinforcing occurs.
Utility model content
The purpose of this utility model is that in view of the drawbacks of the prior art and insufficient, a kind of concrete foundation and basis are provided
The reinforced base isolation reinforcement structure in beam junction, for the structure by the improvement to junction, the structure for increasing building after shaking is rigid
Degree and shock resistance, and structure is simple, it is easy for construction.
In order to achieve the above purposes, the technical solution adopted by the utility model is:, and a kind of concrete foundation is connect with foundation beam
Locate reinforced base isolation reinforcement structure, the ruggedized construction include foundation columns, foundation beam, steel sheath, billet, floor of putting more energy into,
Sleeve, shock isolating pedestal；The foundation columns are original building foundation rod structure；The foundation beam is building basis bottom frame beam
Structure, the foundation beam are mutually perpendicular to join with foundation columns；The steel sheath fitting is wrapped in outside column beam junction；The billet
To be bonded the disk steel plate structure being installed on the steel sheath of column beam junction；The floor of putting more energy into is mounted perpendicular on billet
And the connecting elements with steel sheath welding；The sleeve is the connecting elements being arranged on the billet of column beam junction, the sleeve
It is fastened by bolts on billet；The shock isolating pedestal be steel construction shock insulation component, the shock isolating pedestal both ends respectively with outside
Screw thread and sleeve connection.
Preferably, the diameter of the billet is not less than the catercorner length of steel sheath.
The beneficial effects of the utility model are: the structure increases the knot of building after shake by the improvement to junction
Structure rigidity and shock resistance, and structure is simple, it is easy for construction.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 is attachment structure schematic diagram, and Fig. 2 is A-A diagrammatic cross-section, and Fig. 3 is B-B diagrammatic cross-section.
Wherein: 1 is basic column, and 2 be basic beam, and 3 be steel sheath, and 4 be billet, and 5 be floor of putting more energy into, and 6 be sleeve, and 7 are
Shock isolating pedestal.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction, the ruggedized construction
It include foundation columns 1, foundation beam 2, steel sheath 3, billet 4, floor 5 of putting more energy into, sleeve 6, shock isolating pedestal 7；The foundation columns 1 are
Original building foundation rod structure；The foundation beam 2 is building basis bottom frame girder construction, the foundation beam 2 and 1 phase of foundation columns
Mutually vertical handover；The fitting of steel sheath 3 is wrapped in outside column beam junction；The billet 4 is that fitting is installed in the handover of column beam
Locate the disk steel plate structure on steel sheath 3；The floor 5 of putting more energy into is that mounted perpendicular is welded on billet 4 and with steel sheath 3
Connecting elements；The sleeve 6 is the connecting elements being arranged on column beam junction billet 4, which is fastened by bolts
On billet 4；The shock isolating pedestal 7 be steel construction shock insulation component, 7 both ends of shock isolating pedestal respectively with outside screw and sleeve 6
Connection.
When it is implemented, the diameter of the billet 4 is not less than the catercorner length of steel sheath 3.
When practice of construction, the package installing steel sheath 3 outside column beam junction, and billet 4 is installed in junction end face, it uses
Floor 5 of putting more energy into is welded on billet 4 on steel sheath 3.Sleeve 6 is finally installed on billet 4, and shock isolating pedestal 7 is installed.
Claims (2)
1. a kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction, it is characterised in that: the ruggedized construction
It include foundation columns, foundation beam, steel sheath, billet, floor of putting more energy into, sleeve, shock isolating pedestal；The foundation columns are original building
Foundation rod structure；The foundation beam is building basis bottom frame girder construction, which is mutually perpendicular to join with foundation columns；
The steel sheath fitting is wrapped in outside column beam junction；The billet is the circle that fitting is installed on the steel sheath of column beam junction
Piece steel plate structure；The floor of putting more energy into is mounted perpendicular in the connecting elements on billet and with steel sheath welding；The sleeve
For the connecting elements being arranged on the billet of column beam junction, which is fastened by bolts on billet；The shock insulation branch
Seat be steel construction shock insulation component, the shock isolating pedestal both ends respectively with outside screw and sleeve connection.
2. a kind of concrete foundation according to claim 1 and the reinforced base isolation reinforcement structure in foundation beam junction, special
Sign is: the diameter of the billet is not less than the catercorner length of steel sheath.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820434051.9U CN208235601U (en) | 2018-03-29 | 2018-03-29 | A kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820434051.9U CN208235601U (en) | 2018-03-29 | 2018-03-29 | A kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235601U true CN208235601U (en) | 2018-12-14 |
Family
ID=64586439
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820434051.9U Expired - Fee Related CN208235601U (en) | 2018-03-29 | 2018-03-29 | A kind of concrete foundation and the reinforced base isolation reinforcement structure in foundation beam junction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235601U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805141A (en) * | 2019-11-14 | 2020-02-18 | 山东建筑大学 | Connecting device and method for steel pipe column and shock insulation support after jacking of building |
-
2018
- 2018-03-29 CN CN201820434051.9U patent/CN208235601U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805141A (en) * | 2019-11-14 | 2020-02-18 | 山东建筑大学 | Connecting device and method for steel pipe column and shock insulation support after jacking of building |
| CN110805141B (en) * | 2019-11-14 | 2021-08-24 | 山东建筑大学 | Connecting device and method for steel pipe column and shock insulation support after jacking of building |
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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: 20181214 Termination date: 20190329 |