CN202124934U - Connecting device for reinforced concrete beam and shear wall - Google Patents
Connecting device for reinforced concrete beam and shear wall Download PDFInfo
- Publication number
- CN202124934U CN202124934U CN 201120210922 CN201120210922U CN202124934U CN 202124934 U CN202124934 U CN 202124934U CN 201120210922 CN201120210922 CN 201120210922 CN 201120210922 U CN201120210922 U CN 201120210922U CN 202124934 U CN202124934 U CN 202124934U
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- shear wall
- concrete beam
- reinforced concrete
- connecting device
- steel bar
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- 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 - Lifetime
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Abstract
The utility model provides a connecting device for a reinforced concrete beam and a shear wall, which is characterized in that a longitudinal reinforcing steel bar is arranged in the shear wall connected with the reinforced concrete beam, and a horizontal reinforcing steel bar arranged in the reinforced concrete beam is connected with the longitudinal reinforcing steel bar arranged in the shear wall. Rigidity and firmness degree at the joint are greatly improved, thereby enabling the reinforced concrete beam to be firmly connected with the shear wall. In addition, the connecting device does not influence the shape of the wall, and does not damage the structure style of a building. Simultaneously, the connecting device is extremely convenient in construction and wide in applied range, and fully achieves the anchoring effect of the horizontal reinforcing steel bar arranged in the reinforced concrete beam in the shear wall.
Description
Technical field
The utility model relates to a kind of linkage, and the linkage of particularly a kind of firm connecting reinforcement concrete beam and shear wall belongs to the building unit technical field.
Background technology
Modern high-rise building adopts frame construction to cooperate the building mode of shear wall in a large number, and so not only the structural strength of building is big, and the wind resistance shock resistance of building all strengthens greatly.For the building that highly surpasses 30 layers; The thickness of shear wall is generally 200mm-350mm; When concrete beam and shear wall were rigidly connected outside the plane, the vertical horizontal anchorage length of muscle in shear wall of concrete beam can't satisfy the length requirement of code for structural design defined.Though provided the structure of tie point in some architectural drawings, these structures exist the scope of application narrow in actual use, and the uppity problem of construction quality, structure is also too complicated simultaneously, has greatly influenced the progress of construction.Therefore be necessary prior art is improved.
Summary of the invention
Little for overcoming the not enough scope of application of bringing of the horizontal anchorage length of the vertical muscle of existing concrete beam in shear wall; Problems such as construction quality is wayward, the utility model provide a kind of and have applied widely, simple structure, can satisfy the reinforced concrete beam of anchoring effect and the linkage of shear wall again.
The utility model is accomplished through following technical proposal: the linkage of a kind of reinforced concrete beam and shear wall; It is characterized in that with shear wall that reinforced concrete beam links to each other in be provided with longitudinal reinforcement; Horizontal reinforcement in the reinforced concrete beam links to each other with the longitudinal reinforcement in the shear wall; So that after the reinforcing bar welding in twos, reinforced concrete beam firmly is connected with shear wall.
Said longitudinal reinforcement is made as angle steel, perhaps channel-section steel, perhaps i iron.
Said longitudinal reinforcement is provided with many at interval in shear wall.
It is how right that said horizontal reinforcement is provided with in reinforced concrete beam at interval, and each is welded on up and down on the corresponding longitudinal reinforcement dividing.
The utlity model has advantage and effect: adopt such scheme; Promptly through in shear wall, burying longitudinal reinforcement underground; Longitudinal reinforcement is connected with the interior horizontal reinforcement of reinforced concrete beam; Rigidity that has strengthened the junction greatly and firm degree can firmly be connected thereby make between reinforced concrete beam and the shear wall.In addition, this linkage can not influence the shape of body of wall, can not destroy the structural style of building yet, and simultaneously, this device construction is very convenient, applied widely, has satisfied the anchoring effect of horizontal reinforcement in shear wall in the reinforced concrete beam fully.In fact be a desirable reinforced concrete beam and the linkage of shear wall.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the plan structure figure of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is done and to be further described.
The reinforced concrete beam that the utility model provides and the linkage of shear wall; Be with shear wall 1 that reinforced concrete beam 4 links to each other in be provided with sole bar angle 2; Said sole bar angle 2 is provided with three at interval in shear wall 1, three pairs of horizontal reinforcements 3 in the reinforced concrete beam 4 link to each other with shear wall 1 three interior sole bar angles 2 respectively, and each was welded on up and down on the corresponding sole bar angle 2 horizontal reinforcement in 3 minutes; Reinforced concrete beam 4 firmly is connected, like Fig. 1, Fig. 2 with shear wall 1.
Claims (4)
1. the linkage of reinforced concrete beam and shear wall, it is characterized in that with shear wall that reinforced concrete beam links to each other in be provided with longitudinal reinforcement, the horizontal reinforcement in the reinforced concrete beam links to each other with the longitudinal reinforcement in the shear wall.
2. the linkage of reinforced concrete beam according to claim 1 and shear wall is characterized in that said longitudinal reinforcement is made as angle steel, perhaps channel-section steel, perhaps i iron.
3. the linkage of reinforced concrete beam according to claim 1 and shear wall is characterized in that said longitudinal reinforcement is provided with many at interval in shear wall.
4. the linkage of reinforced concrete beam according to claim 1 and shear wall, how right it is characterized in that said horizontal reinforcement is provided with in reinforced concrete beam at interval, and each is welded on up and down on the corresponding longitudinal reinforcement dividing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120210922 CN202124934U (en) | 2011-06-21 | 2011-06-21 | Connecting device for reinforced concrete beam and shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120210922 CN202124934U (en) | 2011-06-21 | 2011-06-21 | Connecting device for reinforced concrete beam and shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202124934U true CN202124934U (en) | 2012-01-25 |
Family
ID=45488006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120210922 Expired - Lifetime CN202124934U (en) | 2011-06-21 | 2011-06-21 | Connecting device for reinforced concrete beam and shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202124934U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102995613A (en) * | 2012-12-17 | 2013-03-27 | 中国水电顾问集团贵阳勘测设计研究院 | Connection method and structure for casting wall body and plate girder of powerhouse of hydropower station by stages |
| CN110424588A (en) * | 2019-08-07 | 2019-11-08 | 广西科技大学 | A kind of building assembled out-hung panel |
-
2011
- 2011-06-21 CN CN 201120210922 patent/CN202124934U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102995613A (en) * | 2012-12-17 | 2013-03-27 | 中国水电顾问集团贵阳勘测设计研究院 | Connection method and structure for casting wall body and plate girder of powerhouse of hydropower station by stages |
| CN110424588A (en) * | 2019-08-07 | 2019-11-08 | 广西科技大学 | A kind of building assembled out-hung panel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120125 |