CN205369542U - Concrete beam longitudinal reinforcement and steel column connection structure - Google Patents
Concrete beam longitudinal reinforcement and steel column connection structure Download PDFInfo
- Publication number
- CN205369542U CN205369542U CN201620029469.2U CN201620029469U CN205369542U CN 205369542 U CN205369542 U CN 205369542U CN 201620029469 U CN201620029469 U CN 201620029469U CN 205369542 U CN205369542 U CN 205369542U
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- longitudinal reinforcement
- steel column
- connecting plate
- concrete
- concrete beam
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Abstract
The utility model relates to a concrete beam longitudinal reinforcement and steel column connection structure, including steel column and the upper junction plate of horizontal installation on the steel column and lower connecting plate, be equipped with strength nature H shaped steel bone roof beam in the concrete beam, concrete beam is equipped with upper portion longitudinal reinforcement and lower part longitudinal reinforcement, upper portion longitudinal reinforcement and lower part longitudinal reinforcement are set up at the upper junction plate under with on the connecting plate respectively, upper portion longitudinal reinforcement, lower part longitudinal reinforcement weld with the lap -joint of upper junction plate, lower connecting plate respectively mutually. The utility model discloses simple structure, the preparation is convenient, and the low price through welded connection firm in connection, does not have destruction to the steel column cross -section, and on -the -spot concrete beam longitudinal reinforcement is higher with the fixed convenient and fast efficiency degree of connecting plate, reducible labour cost.
Description
Technical field
This utility model relates to technical field of building construction, is specifically related to a kind of beams of concrete longitudinal reinforcement and steel column attachment structure.
Background technology
At present, steel construction is widely used to high-rise building and large-span space structure field.Owing to steel structure fireproofing and anticorrosive property are poor, therefore in a lot of skyscrapers, steel construction mix with concrete and wraps up concrete outside use and steel column and girder steel, namely we daily described in stiffened steel structure.Owing to being provided with reinforced concrete column in concrete column, therefore the longitudinal reinforcement of beams of concrete is difficult to elongated layout.Be generally adopted the mode of reinforced concrete column perforate make the elongated layout of beam longitudinal reinforcement or on reinforced concrete column welded reinforcement connector be mechanically connected.Two kinds of modes the former reinforced concrete column cross section is had certain weakening not easily intensive layout, the latter's Financial cost is big compared with high and on-the-spot reinforcement installation difficulty, and cost of labor increases and affects the construction period.
Utility model content
The purpose of this utility model is in that to provide a kind of beams of concrete longitudinal reinforcement and steel column attachment structure, be applicable to beams of concrete longitudinal reinforcement and steel column connects, it is to avoid steel column perforate, less costly and site operation convenient.
For achieving the above object, this utility model have employed techniques below scheme: a kind of beams of concrete longitudinal reinforcement and steel column attachment structure, including steel column and be horizontally arranged at the upper junction plate on steel column and lower connecting plate, stiffness H profile steel bone beam it is provided with in described beams of concrete, described beams of concrete is provided with top longitudinal reinforcement and bottom longitudinal reinforcement, described top longitudinal reinforcement and bottom longitudinal reinforcement ride upon on upper junction plate and lower connecting plate respectively, and described top longitudinal reinforcement, bottom longitudinal reinforcement weld mutually with the lap-joint of upper junction plate, lower connecting plate respectively.
The end of described stiffness H profile steel bone beam is welded mutually with described steel column.
Described top longitudinal reinforcement, bottom longitudinal reinforcement both sides welded with lower connecting plate with upper junction plate respectively by angle welding.
As shown from the above technical solution, this utility model by beams of concrete top longitudinal reinforcement and bottom longitudinal reinforcement respectively with upper junction plate and lower connecting plate be welded to connect so that beam longitudinal reinforcement reaches the effect of anchoring, this utility model simple in construction, easy to make, cheap, it is connected firmly by being welded to connect, to steel column cross section without destruction, on-the-spot beam longitudinal reinforcement is higher with connecting plate convenient fixing quick effect degree, can reduce labour cost and reduction of erection time.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described further:
As shown in Figure 1, the beams of concrete longitudinal reinforcement of the present embodiment and steel column attachment structure, including steel column 1 and be horizontally arranged at the upper junction plate 41 on steel column 1 and lower connecting plate 42, stiffness H profile steel bone beam 3 it is provided with in beams of concrete 2, beams of concrete 2 is provided with top longitudinal reinforcement 51 and bottom longitudinal reinforcement 52, top longitudinal reinforcement 51 and bottom longitudinal reinforcement 52 ride upon on upper junction plate 41 and lower connecting plate 42 respectively, and its lap-joint's longitudinal reinforcement welds with connecting plate.
Longitudinal reinforcement 51 and the bottom longitudinal reinforcement 52 set up on 42 on upper junction plate 41 and lower connecting plate are evenly distributed.The end of this stiffness H profile steel bone beam 3 is welded with steel column 1 phase.Every beams of concrete 2 longitudinal reinforcement 51 upper junction plate 41 coupled respectively with two sides of 52 welds mutually with lower connecting plate 42.
This utility model by beams of concrete 2 top longitudinal reinforcement 51 and bottom longitudinal reinforcement 52 respectively with upper junction plate 41 and lower connecting plate 42 be welded to connect so that beams of concrete 2 longitudinal reinforcement reaches the effect of anchoring, this utility model simple in construction, easy to make, cheap, it is connected firmly by being welded to connect, to steel column 1 cross section without destruction, on-site concrete beam 2 longitudinal reinforcement is higher with connecting plate convenient fixing quick effect degree, can reduce labour cost and reduction of erection time.
Embodiment described above is only that preferred implementation of the present utility model is described; not scope of the present utility model is defined; under the premise designing spirit without departing from this utility model; various deformation that the technical solution of the utility model is made by those of ordinary skill in the art and improvement, all should fall in the protection domain that this utility model claims are determined.
Claims (3)
1. a beams of concrete longitudinal reinforcement and steel column attachment structure, it is characterized in that: include steel column (1) and the upper junction plate (41) being horizontally arranged on steel column (1) and lower connecting plate (42), stiffness H profile steel bone beam (3) it is provided with in described beams of concrete (2), described beams of concrete (2) is provided with top longitudinal reinforcement (51) and bottom longitudinal reinforcement (52), described top longitudinal reinforcement (51) and bottom longitudinal reinforcement (52) ride upon on upper junction plate (41) and lower connecting plate (42) respectively, described top longitudinal reinforcement (51), bottom longitudinal reinforcement (52) respectively with described upper junction plate (41), the lap-joint of lower connecting plate (42) welds mutually.
2. beams of concrete longitudinal reinforcement according to claim 1 and steel column attachment structure, it is characterised in that: the end of described stiffness H profile steel bone beam (3) is welded mutually with described steel column (1).
3. beams of concrete longitudinal reinforcement according to claim 1 and steel column attachment structure, it is characterised in that: described top longitudinal reinforcement (51), bottom longitudinal reinforcement (52) both sides welded with lower connecting plate (42) with upper junction plate (41) respectively by angle welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620029469.2U CN205369542U (en) | 2016-01-13 | 2016-01-13 | Concrete beam longitudinal reinforcement and steel column connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620029469.2U CN205369542U (en) | 2016-01-13 | 2016-01-13 | Concrete beam longitudinal reinforcement and steel column connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205369542U true CN205369542U (en) | 2016-07-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620029469.2U Expired - Fee Related CN205369542U (en) | 2016-01-13 | 2016-01-13 | Concrete beam longitudinal reinforcement and steel column connection structure |
Country Status (1)
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| CN (1) | CN205369542U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245769A (en) * | 2016-08-24 | 2016-12-21 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN106906913A (en) * | 2017-03-16 | 2017-06-30 | 浙江绿筑集成科技有限公司 | A kind of connecting node of transfer structure for SRC beams and shear wall |
| CN107761959A (en) * | 2016-08-15 | 2018-03-06 | 中国二十冶集团有限公司 | Rigid steel pile and girder steel and the construction method of frame beam column cage bar connecting node |
| CN107869195A (en) * | 2017-11-21 | 2018-04-03 | 中建六局土木工程有限公司 | A kind of shaped steel steel column and column cap sizing punching block construction method |
| CN110185159A (en) * | 2019-05-09 | 2019-08-30 | 五冶集团上海有限公司 | A kind of stiffened column and frame beam steel node connecting structure |
| CN110258783A (en) * | 2019-07-02 | 2019-09-20 | 广东工业大学 | A kind of assembly concrete frame joint |
| CN110439120A (en) * | 2019-07-30 | 2019-11-12 | 华南理工大学 | A kind of construction method of the connection structure and shear wall of reinforcing bar and steel core concrete column |
| CN112031179A (en) * | 2020-08-28 | 2020-12-04 | 江苏原土建筑设计有限公司 | Connecting structure for longitudinal bars and steel members of concrete beam |
| CN115596085A (en) * | 2022-11-11 | 2023-01-13 | 海南大学（Cn） | Connecting structure of steel column and reinforced concrete beam and construction method thereof |
-
2016
- 2016-01-13 CN CN201620029469.2U patent/CN205369542U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107761959A (en) * | 2016-08-15 | 2018-03-06 | 中国二十冶集团有限公司 | Rigid steel pile and girder steel and the construction method of frame beam column cage bar connecting node |
| CN106245769A (en) * | 2016-08-24 | 2016-12-21 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN106245769B (en) * | 2016-08-24 | 2018-10-23 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN106906913A (en) * | 2017-03-16 | 2017-06-30 | 浙江绿筑集成科技有限公司 | A kind of connecting node of transfer structure for SRC beams and shear wall |
| CN107869195A (en) * | 2017-11-21 | 2018-04-03 | 中建六局土木工程有限公司 | A kind of shaped steel steel column and column cap sizing punching block construction method |
| CN110185159A (en) * | 2019-05-09 | 2019-08-30 | 五冶集团上海有限公司 | A kind of stiffened column and frame beam steel node connecting structure |
| CN110258783A (en) * | 2019-07-02 | 2019-09-20 | 广东工业大学 | A kind of assembly concrete frame joint |
| CN110258783B (en) * | 2019-07-02 | 2024-06-11 | 广东工业大学 | Assembled concrete frame node |
| CN110439120A (en) * | 2019-07-30 | 2019-11-12 | 华南理工大学 | A kind of construction method of the connection structure and shear wall of reinforcing bar and steel core concrete column |
| CN112031179A (en) * | 2020-08-28 | 2020-12-04 | 江苏原土建筑设计有限公司 | Connecting structure for longitudinal bars and steel members of concrete beam |
| CN115596085A (en) * | 2022-11-11 | 2023-01-13 | 海南大学（Cn） | Connecting structure of steel column and reinforced concrete beam and construction method thereof |
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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 |
Granted publication date: 20160706 Termination date: 20180113 |
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| CF01 | Termination of patent right due to non-payment of annual fee |