CN210976105U - Connection node of assembled concrete column and H shaped steel roof beam - Google Patents
Connection node of assembled concrete column and H shaped steel roof beam Download PDFInfo
- Publication number
- CN210976105U CN210976105U CN201921743650.XU CN201921743650U CN210976105U CN 210976105 U CN210976105 U CN 210976105U CN 201921743650 U CN201921743650 U CN 201921743650U CN 210976105 U CN210976105 U CN 210976105U
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- concrete column
- shaped
- shaped steel
- cast
- place concrete
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Abstract
The utility model discloses a connected node of assembled concrete column and H shaped steel roof beam, including cast-in-place concrete column, H shaped steel roof beam, a side of cast-in-place concrete column be equipped with H shaped steel roof beam one end complex H shape slot, the bilateral symmetry of H shape slot is equipped with first L shaped plate, two first L shaped plates run through the web of H shaped steel roof beam through the screw rod and connect, be connected through second L shaped plate between the last aerofoil of H shaped steel roof beam and the adjacent side of cast-in-place concrete column, the one end symmetry that the side of second L shaped plate and cast-in-place concrete column is connected is equipped with the screens board with two other side contacts of this side vertically of cast-in-place concrete column, still be equipped with the bracket column of the lower aerofoil of supporting H shaped steel roof beam on the side of cast-in-place concrete column, the up end of bracket column is equipped with the steel sheet with the lower aerofoil contact of H shaped steel roof beam.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a connected node of assembled concrete column and H shaped steel roof beam.
Background
In assembled frame construction, the connection of beam column node is crucial to the wholeness ability of prefabricated beam column, and assembled concrete node can improve the overall stability of structure, and at present, common assembled connected node structure, it is little to have rigidity, and wholeness and cooperation are weak, and intensity is little, the poor shortcoming of anti-seismic performance, and it is inconvenient to install moreover, and the practicality is not high, therefore, research and development a practical assembled node for simple to operate, it is convenient to be under construction, and nodal connection safe and reliable just seems very important. The construction of the prefabricated concrete structure can be divided into two stages, namely, prefabricating the components in a factory and mounting and splicing on a construction site. The quality of the prefabricated components can be guaranteed through factory processing, the splicing of the components on site needs to adopt a simpler construction process while the quality of the components is guaranteed, and meanwhile, the connection between the nodes needs to follow the principle that force transfer is clear, safe, reliable, economical and reasonable. Most of the existing fabricated frame beam column joints are in wet connection, and the fabricated frame beam column joints have the defects of complex rib arrangement, difficulty in operation and difficulty in quality guarantee. Accordingly, the present inventors have made extensive studies on the above problems, and have made the present invention.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a connected node of assembled concrete column and H shaped steel roof beam to solve the problem that provides among the above-mentioned background art.
In order to solve the technical problem, the utility model discloses a technical scheme is:
a connection node of an assembled concrete column and an H-shaped steel beam comprises a cast-in-place concrete column and the H-shaped steel beam, wherein an H-shaped slot matched with one end of the H-shaped steel beam is formed in one side face of the cast-in-place concrete column, first L-shaped plates are symmetrically arranged on two sides of the H-shaped slot, two first L-shaped plates penetrate through a web plate of the H-shaped steel beam to be connected, an upper wing plate of the H-shaped steel beam is connected with the adjacent side face of the cast-in-place concrete column through a second L-shaped plate, clamping plates which are perpendicular to the other two side faces of the cast-in-place concrete column and are in contact with one end of the second L-shaped plate connected with the side face of the cast-in-place concrete column are symmetrically arranged at one end of the second L-shaped plate, a bracket column supporting a lower wing plate of the H-shaped steel beam is further arranged on.
Furthermore, the embedded steel plate is fixed on the upper end face of the cow leg column through a shear resistant stud.
Furthermore, the lowest end of the H-shaped slot is flush with the height of the supporting surface of the embedded steel plate.
Preferably, the distance between the two first L-shaped plates is equal to the thickness of the web of the H-shaped steel beam.
The utility model has the advantages that:
the utility model provides an assembled concrete column and H shaped steel roof beam's connected node, it has adopted the dry-type to be connected, the defect of wet operation has been avoided, cooperation through H shaped steel roof beam and H shape slot, realizable quick installation to H shaped steel roof beam, through first L shaped plate, second L shaped plate is fixed to H shaped steel roof beam, and more convenient, convenient commander and management, the wholeness of structure has been strengthened, the intensity and the deformability of beam node department have been improved, high practicability, and through two first L shaped plates, except playing the fixed action to H shaped steel roof beam, can still play the guide effect to the cooperation of H shaped steel roof beam and H shape slot, through pre-buried steel sheet, multiplicable local compressive capacity, the screens board that sets up through second L shaped plate both sides, can be to second L shaped plate at certain limiting displacement, be convenient for the bolt through hole and the H shaped steel roof beam of second L shaped steel plate, the bolt through hole on the cast-in-place concrete column is to it rapidly, convenient fixing.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Fig. 1 is a front view of a connection structure of a cast-in-place concrete column and an H-shaped steel beam.
Fig. 2 is a right side view of a connection structure of a cast-in-place concrete column and an H-shaped steel beam.
Fig. 3 is a right side view of a cast-in-place concrete column.
Fig. 4 is a schematic illustration of the construction of a second L shaped panel.
In the drawing, 1, a cast-in-place concrete column, 2, an H-shaped steel beam, 3, an H-shaped slot, 4, a first L-shaped plate, 5, a second L-shaped plate, 6, a clamping plate, 7, a bracket column, 8, a pre-embedded steel plate, 9 and a shear resistant stud.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1 ~ 4, the utility model provides a connected node of assembled concrete column and H shaped steel roof beam, including cast-in-place concrete column 1, H shaped steel roof beam 2, a side of cast-in-place concrete column 1 be equipped with H shaped steel 2 roof beam one end complex H shape slot 3, H shape slot 3's bilateral symmetry is equipped with first L shaped plate 4, two first L shaped plate 4 run through H shaped steel roof beam 2's web through the screw rod and connect, be connected through second L shaped plate 5 between H shaped steel roof beam 2's last pterygoid lamina and cast-in-place concrete column 1's the adjacent side, the one end symmetry that second L shaped plate 5 is connected with cast-in-place concrete column's side is equipped with the screens board 6 with these two other side vertically side contacts of cast-in-place concrete column 1, still be equipped with the bracket post 7 that supports H shaped steel roof beam 2's lower pterygoid lamina on cast-in-place concrete column 1's the side, the up end of bracket post 7.
The embedded steel plate 8 is fixed on the upper end surface of the cow leg column 7 through a shear resistant stud 9.
Specifically, the height of the lowest end of the H-shaped slot 3 is flush with the height of the supporting surface of the embedded steel plate 8, and the distance between the two first L-shaped plates 4 is equal to the thickness of the web plate of the H-shaped steel beam 2.
Synthesize the technical scheme of the utility model, its easy to assemble, fixed, and the simple operation.
The above-described embodiments of the present invention should not be construed as limiting the scope of the present invention, and any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention should be included in the scope of the claims of the present invention.
Claims (4)
1. The connection node of the assembled concrete column and the H-shaped steel beam is characterized by comprising a cast-in-place concrete column and the H-shaped steel beam, wherein an H-shaped slot matched with one end of the H-shaped steel beam is formed in one side face of the cast-in-place concrete column, first L-shaped plates are symmetrically arranged on two sides of the H-shaped slot, the two first L-shaped plates penetrate through a web plate of the H-shaped steel beam to be connected through a screw, an upper wing plate of the H-shaped steel beam is connected with the adjacent side face of the cast-in-place concrete column through a second L-shaped plate, one end, connected with the side face of the cast-in-place concrete column, of the second L-shaped plate is symmetrically provided with clamping plates in contact with the other two side faces perpendicular to the side face of the cast-in-place concrete column, a corbel column for supporting a lower wing plate of the H-shaped steel beam is further arranged on the side face of.
2. The connection node of an assembled concrete column and an H-shaped steel beam according to claim 1, wherein the embedded steel plate is fixed on the upper end face of the ox-leg column through shear resistant studs.
3. The fabricated concrete column and H-beam connection node according to claim 1, wherein the lowest end of the H-shaped slot is flush with the support surface of the embedded steel plate.
4. The fabricated concrete column-H-beam connection node according to claim 1, wherein a distance between the two first L-shaped plates is equal to a thickness of a web of the H-beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921743650.XU CN210976105U (en) | 2019-10-17 | 2019-10-17 | Connection node of assembled concrete column and H shaped steel roof beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921743650.XU CN210976105U (en) | 2019-10-17 | 2019-10-17 | Connection node of assembled concrete column and H shaped steel roof beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210976105U true CN210976105U (en) | 2020-07-10 |
Family
ID=71419039
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921743650.XU Expired - Fee Related CN210976105U (en) | 2019-10-17 | 2019-10-17 | Connection node of assembled concrete column and H shaped steel roof beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210976105U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112177171A (en) * | 2020-07-31 | 2021-01-05 | 锦萧建筑科技有限公司 | Connecting mechanism and connecting method for frame node and steel corbel |
| CN114319583A (en) * | 2021-12-20 | 2022-04-12 | 宁波市电力设计院有限公司 | Connecting structure of prefabricated frame beam and prefabricated frame column |
-
2019
- 2019-10-17 CN CN201921743650.XU patent/CN210976105U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112177171A (en) * | 2020-07-31 | 2021-01-05 | 锦萧建筑科技有限公司 | Connecting mechanism and connecting method for frame node and steel corbel |
| CN114319583A (en) * | 2021-12-20 | 2022-04-12 | 宁波市电力设计院有限公司 | Connecting structure of prefabricated frame beam and prefabricated frame column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 230000 Ziyun Road, Jingkai District, Hefei City, Anhui Province, 292 South District, Anhui Architectural University Patentee after: ANHUI JIANZHU University Address before: 230000 South District of Anhui University of architecture, No. 293, Ziyun Road, economic development zone, Hefei City, Anhui Province Patentee before: ANHUI JIANZHU University |
|
| CP02 | Change in the address of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200710 Termination date: 20211017 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |