CN203034610U - Connecting panel joint of combined steel and concrete column and reinforced concrete frame beam - Google Patents
Connecting panel joint of combined steel and concrete column and reinforced concrete frame beam Download PDFInfo
- Publication number
- CN203034610U CN203034610U CN 201220633177 CN201220633177U CN203034610U CN 203034610 U CN203034610 U CN 203034610U CN 201220633177 CN201220633177 CN 201220633177 CN 201220633177 U CN201220633177 U CN 201220633177U CN 203034610 U CN203034610 U CN 203034610U
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- steel
- concrete column
- reinforcing bar
- frame beam
- column
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Abstract
A connecting panel joint of a combined steel and concrete column and a reinforced concrete frame beam comprises the concrete column and the reinforced concrete frame beam, wherein the concrete column comprises column steel ribs which are fixedly connected with steel corbels, the steel corbels stretch out of the concrete column, the steel corbels are connected with a rebar connecting board, and rebar of the reinforced concrete frame beam is connected with the rebar connecting board. The connecting panel joint of the combine steel and concrete column and the reinforced concrete frame beam is simplified in connecting method and convenient to construct.
Description
Technical field
The utility model relates to a kind of building structure, especially a kind of bean column node
Background technology
At present, in high building structure, the application of combined steel and concrete column is very general, and when a side was reinforced concrete beam for the steel framed concrete beam opposite side, reinforcing bar was connected more complicated, constructional difficulties, construction quality and is difficult to guarantee with post.
Summary of the invention
For the connection complexity that overcomes existing bean column node, the deficiency of constructional difficulties, the utility model provides a kind of connected mode, the combined steel and concrete column of being convenient to construct and rc-frame-beam connected node simplified.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of combined steel and concrete column and rc-frame-beam connected node, comprise concrete column and rc-frame-beam, described concrete column comprises the post reinforcing bar, fixedly connected steel corbel on the described post reinforcing bar, described steel corbel stretches out described concrete column, connecting reinforcement junction plate on the described steel corbel, the reinforcing bar of described rc-frame-beam is connected with described reinforcing bar junction plate.
The beneficial effects of the utility model mainly show:
(1) power transmission is directly reliable: beam bight reinforcing bar passes combined steel and concrete column, all the other reinforcing bars are passed the steel reinforced concrete frame column by the steel corbel transmission that is welded on the combined steel and concrete column, reduce the quantity that beam steel passes the post reinforcing bar, avoided the weakening of coupled columns reinforcing bar.Reinforcing bar is consistent with reinforcing bar height in the combined steel and concrete column in the reinforced concrete beam, has reduced stiffener quantity in the post reinforcing bar, makes things convenient for concreting.
(2) simple structure: at steel core concrete column upper frame beam end position weldable steel bracket, welded reinforcement junction plate on the steel corbel is welded to connect reinforcing bar in advance according to designing requirement on the steel plate, is connected with reinforcing bar in the beam at the scene.Satisfied the design concept of strong node.
(3) easy construction: but construction quality is guaranteed in steel member part batch production processing.
Description of drawings
Fig. 1 is the schematic diagram of combined steel and concrete column and rc-frame-beam connected node.
Fig. 2 is the connection diagram of steel corbel and post reinforcing bar.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
See figures.1.and.2, a kind of combined steel and concrete column and rc-frame-beam connected node, comprise concrete column and rc-frame-beam 4, described concrete column comprises post reinforcing bar 1, fixedly connected steel corbel 2 on the described post reinforcing bar 1, described steel corbel 2 stretches out described concrete column, connecting reinforcement junction plate 3 on the described steel corbel, and the reinforcing bar 5 of described rc-frame-beam is connected with described reinforcing bar junction plate 3.
Between post reinforcing bar and the steel corbel, between steel corbel and the reinforcing bar junction plate and all welding between reinforcing bar and the described reinforcing bar junction plate.
In the present embodiment, comprise the steel corbel 2 that is arranged in the post reinforcing bar 1, the reinforcing bar junction plate 3 on the steel corbel 2, rc-frame-beam 4, the reinforcing bar in the rc-frame-beam 4 is connected with reinforcing bar junction plate 3.Steel corbel 2 in the post reinforcing bar 1, the reinforcing bar junction plate 3 on the steel corbel can be in factory process; Reinforcing bar 5 in the beam whether can determine on demand one section of factory's welding at the scene with beam in bar splicing.
Claims (1)
1. a combined steel and concrete column and rc-frame-beam connected node, comprise concrete column and rc-frame-beam, it is characterized in that: described concrete column comprises the post reinforcing bar, fixedly connected steel corbel on the described post reinforcing bar, described steel corbel stretches out described concrete column, connecting reinforcement junction plate on the described steel corbel, the reinforcing bar of described rc-frame-beam is connected with described reinforcing bar junction plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220633177 CN203034610U (en) | 2012-11-27 | 2012-11-27 | Connecting panel joint of combined steel and concrete column and reinforced concrete frame beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220633177 CN203034610U (en) | 2012-11-27 | 2012-11-27 | Connecting panel joint of combined steel and concrete column and reinforced concrete frame beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203034610U true CN203034610U (en) | 2013-07-03 |
Family
ID=48686744
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220633177 Expired - Lifetime CN203034610U (en) | 2012-11-27 | 2012-11-27 | Connecting panel joint of combined steel and concrete column and reinforced concrete frame beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203034610U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104294916A (en) * | 2014-10-20 | 2015-01-21 | 西安建筑科技大学 | Steel reinforced concrete column-steel reinforced concrete inclined beam T-shaped joint |
| CN104405043A (en) * | 2014-10-28 | 2015-03-11 | 苏州工业园区设计研究院股份有限公司 | Connecting structure for rectangular concrete-filled steel tubular column and reinforced concrete beam |
-
2012
- 2012-11-27 CN CN 201220633177 patent/CN203034610U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104294916A (en) * | 2014-10-20 | 2015-01-21 | 西安建筑科技大学 | Steel reinforced concrete column-steel reinforced concrete inclined beam T-shaped joint |
| CN104405043A (en) * | 2014-10-28 | 2015-03-11 | 苏州工业园区设计研究院股份有限公司 | Connecting structure for rectangular concrete-filled steel tubular column and reinforced concrete beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: Suzhou City, Jiangsu province 215028 Industrial Park Suzhou Bada Street No. 111 Patentee after: Zhongheng Design Group Co.,Ltd. Address before: Suzhou Industrial Park Suzhou City, Jiangsu province 215126 Sheng Pu Zhen Jin Sheng Lu No. 12 Patentee before: SUZHOU INDUSTRIAL PARK DESIGN & RESEARCH INSTITUTE Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130703 |