CN202969976U - Reinforcing structure for frame columns at deformation joint - Google Patents
Reinforcing structure for frame columns at deformation joint Download PDFInfo
- Publication number
- CN202969976U CN202969976U CN 201220520969 CN201220520969U CN202969976U CN 202969976 U CN202969976 U CN 202969976U CN 201220520969 CN201220520969 CN 201220520969 CN 201220520969 U CN201220520969 U CN 201220520969U CN 202969976 U CN202969976 U CN 202969976U
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- frame column
- deformation joint
- reinforcing
- edges
- reinforcing angle
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Abstract
A reinforcing structure for frame columns at a deformation joint comprises the frame columns positioned on two sides of the deformation joint, and reinforcing angle iron is wrapped at four edges of each frame column; as for two edges of each frame column, adjacent to the deformation joint, the two pieces of reinforcing angle iron on the two edges are connected through a hoop reinforcement; as for two edges of each frame column, not adjacent to the deformation joint, the two pieces of reinforcing angle iron on the two edges are connected through a batten plate; as for two edges on the same side of each frame column, which are adjacent and not adjacent to the deformation joint, the two pieces of reinforcing angle iron are also connected through a batten plate; epoxy resin is poured between the batten plates and the outer walls of the frame columns; and cement mortar is coated at the peripheries of the frame columns and wraps the reinforcing angle iron, the batten plates and the hoop reinforcements. Compared with the prior art, the reinforcing structure adopting the technical scheme enables the bearing capacity of the frame columns on the two sides of the expansion joint to be greatly improved, and can meet the stress demand on the frame columns, of overall displacement caused by the expansion joint.
Description
Technical field
The technical program belongs to Structures Reinforced Technique field, specifically a kind of deformation joint Frame column reinforcement structure.
Background technology
Deformation joint must be used in heavy construction, mainly comprises shrinkage joint (temperature joint), settlement joint and aseismatic joint, and is just higher to the force request of the frame column of deformation joint.
Summary of the invention
In order to solve the above-mentioned problems in the prior art, the technical program proposes a kind of deformation joint Frame column reinforcement structure, and concrete technical scheme is as follows:
A kind of deformation joint Frame column reinforcement structure comprises the frame column that is positioned at the deformation joint both sides, it is characterized in that being surrounded by reinforcing angle on the four edges of each frame column;
Two limits adjacent with deformation joint for frame column connect by stirrup between two reinforcing angles above them;
For frame column with non-conterminous two limits of deformation joint, connect by batten plate between two reinforcing angles above them;
And non-conterminous two limits adjacent with deformation joint for the frame column homonymy connect by batten plate between two reinforcing angles above them;
Fill with between batten plate and frame column outer wall epoxy resin is arranged;
The surrounding of described frame column applies cement mortar, this cement mortar parcel described reinforcing angle, batten plate and stirrup.
Be lined with the anticracking silk screen in described cement mortar.
Be welded to connect between described batten plate and reinforcing angle; Be welded to connect between described stirrup and reinforcing angle.
Compared with prior art, the ruggedized construction of the technical program makes the bearing capacity of the frame column of both sides, shrinkage joint be greatly improved, and can satisfy the global displacement that brings at the shrinkage joint to the force request of frame column.
Description of drawings
Fig. 1 is deformation joint frame column schematic diagram in this example;
In figure, frame column 1, reinforcing angle 2, batten plate 3, stirrup 4, cement mortar 5, shrinkage joint A.
The specific embodiment
The technical program is further illustrated as follows below in conjunction with accompanying drawing and the specific embodiment:
A kind of deformation joint Frame column reinforcement structure comprises the frame column that is positioned at the deformation joint both sides, it is characterized in that being surrounded by reinforcing angle on the four edges of each frame column;
Two limits adjacent with deformation joint for frame column connect by stirrup between two reinforcing angles above them;
For frame column with non-conterminous two limits of deformation joint, connect by batten plate between two reinforcing angles above them;
And non-conterminous two limits adjacent with deformation joint for the frame column homonymy connect by batten plate between two reinforcing angles above them;
Fill with between batten plate and frame column outer wall epoxy resin is arranged;
The surrounding of described frame column applies cement mortar, this cement mortar parcel described reinforcing angle, batten plate and stirrup.
Be lined with the anticracking silk screen in described cement mortar.
Be welded to connect between described batten plate and reinforcing angle; Be welded to connect between described stirrup and reinforcing angle.
Claims (3)
1. a deformation joint Frame column reinforcement structure, comprise the frame column that is positioned at the deformation joint both sides, it is characterized in that being surrounded by reinforcing angle on the four edges of each frame column;
Two limits adjacent with deformation joint for frame column connect by stirrup between two reinforcing angles above them;
For frame column with non-conterminous two limits of deformation joint, connect by batten plate between two reinforcing angles above them;
And non-conterminous two limits adjacent with deformation joint for the frame column homonymy connect by batten plate between two reinforcing angles above them;
Fill with between batten plate and frame column outer wall epoxy resin is arranged;
The surrounding of described frame column applies cement mortar, this cement mortar parcel described reinforcing angle, batten plate and stirrup.
2. deformation joint Frame column reinforcement structure according to claim 1, is characterized in that being lined with in described cement mortar the anticracking silk screen.
3. deformation joint Frame column reinforcement structure according to claim 1, is characterized in that being welded to connect between described batten plate and reinforcing angle; Be welded to connect between described stirrup and reinforcing angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220520969 CN202969976U (en) | 2012-10-12 | 2012-10-12 | Reinforcing structure for frame columns at deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220520969 CN202969976U (en) | 2012-10-12 | 2012-10-12 | Reinforcing structure for frame columns at deformation joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202969976U true CN202969976U (en) | 2013-06-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220520969 Expired - Fee Related CN202969976U (en) | 2012-10-12 | 2012-10-12 | Reinforcing structure for frame columns at deformation joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202969976U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104690467A (en) * | 2014-12-05 | 2015-06-10 | 杭州固力建筑工程有限公司 | Application method of positioning fixture in steel-clad column construction process |
-
2012
- 2012-10-12 CN CN 201220520969 patent/CN202969976U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104690467A (en) * | 2014-12-05 | 2015-06-10 | 杭州固力建筑工程有限公司 | Application method of positioning fixture in steel-clad column construction process |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130605 Termination date: 20201012 |