CN211572262U - Conversion structure of steel bar connector - Google Patents
Conversion structure of steel bar connector Download PDFInfo
- Publication number
- CN211572262U CN211572262U CN201922099301.5U CN201922099301U CN211572262U CN 211572262 U CN211572262 U CN 211572262U CN 201922099301 U CN201922099301 U CN 201922099301U CN 211572262 U CN211572262 U CN 211572262U
- Authority
- CN
- China
- Prior art keywords
- steel
- connecting plate
- steel bar
- plate
- oblique
- Prior art date
- 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.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a conversion structure of a steel bar connector, which comprises a connecting plate, wherein the left end part of the connecting plate is provided with a beveling end, the beveling end is welded with profile steel, and the oblique angle of the beveling end is set according to the oblique crossing angle of an oblique beam and a profile steel concrete column; a stiffening plate vertical to the surface of the connecting plate is fixedly connected to the connecting plate and arranged on the central line of the connecting plate; the adapter plate is fixedly connected with the right end face of the stiffening plate through the connecting plate, the plurality of steel bar connectors are vertically arranged on the adapter plate and are weldable steel bar connectors, the scheme is simple in structure and convenient to operate, the original welding work of welding steel bars one by one is replaced, no welding operation is performed on the site, and oblique crossing position construction is greatly facilitated.
Description
Technical Field
The utility model belongs to the technical field of the steel construction building, concretely relates to steel bar connector of concrete sloping structure and reinforcing bar.
Background
Steel and concrete are used as two main materials in a building structure, and in order to combine the characteristics of the steel and the concrete, the combination of the steel structure and the concrete structure is more and more common, wherein the connection of the related steel bars and the steel structure or the steel ribs is a common problem to be treated in engineering construction. When the steel bar cannot be punched or bypasses the steel rib, the direct connection between the steel bar and the steel rib must be considered, and the two direct connection modes are as follows: welding a steel bar connecting plate on the steel rib, and welding the steel bar on a steel bar connecting steel plate; and welding a steel bar connector on the steel rib, and connecting the steel bar with the steel bar connector. The reinforcing steel bar and the reinforcing steel bar connector are fixedly connected with each other through threads, the connecting mode is convenient to operate on site, high in construction speed, free of on-site welding and other fire phenomena, and safe in construction.
However, the two connection methods also have disadvantages: when the non-orthogonality of reinforcing bar and reinforcing bar is the skew, because the reinforcing bar connector is machining goods, be not convenient for carry out the customization of multiple angle, also be not fit for the secondary cutting of steel construction processing factory, consequently reinforcing bar connector is not suitable for being connected of skew position beam steel reinforcing bar and shaped steel reinforcing bar among the prior art. In the prior art, the construction of the oblique crossing positions of the reinforcing steel bars is more by adopting a mode of welding reinforcing steel bar connecting plates, but the welding mode has higher requirement on the welding quality, and a great deal of construction time is consumed for welding the reinforcing steel bars one by one.
In summary, the oblique installation of the steel bars and the steel structure is a construction subject to be improved by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an invention aim at overcome prior art not enough, make things convenient for reinforcing bar and steel construction oblique crossing installation, improve site operation efficiency, guarantee the safety and the quality of construction.
In order to achieve the purpose of the invention, the technical means adopted by the utility model is as follows:
a steel bar connector conversion structure comprises a connecting plate, wherein a beveled end is arranged at the left end of the connecting plate and is welded with profile steel, and the bevel angle of the beveled end is arranged according to the bevel angle between a bevel beam and a profile steel concrete column; a stiffening plate vertical to the surface of the connecting plate is fixedly connected to the connecting plate and arranged on the central line of the connecting plate; the right end face of the connecting plate and the stiffening plate is fixedly connected with an adapter plate, a plurality of steel bar connectors are vertically arranged on the adapter plate, and the steel bar connectors are weldable steel bar connectors.
The utility model provides a simple structure, convenient operation has replaced former weldment work who welds the reinforcing bar one by one, and on-the-spot no welding operation has greatly made things convenient for the construction of bevel position.
Drawings
FIG. 1 is a connection structure of a prior art oblique beam and section steel;
FIG. 2 shows a connection structure of the oblique beam and the section steel of the present invention;
FIG. 3 is the overall structure of the present invention;
FIG. 4 is a view showing a structure of a depression angle based on FIG. 3;
fig. 5 is a side view of fig. 3.
In the figure: the steel plate comprises profile steel 1, an oblique beam 2, a steel plate 3, a connecting plate 4, a stiffening plate 5, an adapter plate 6 and a steel bar connector 7.
Detailed Description
It should be noted that, in the present specification, the terms "upper", "lower", "left" and "right" are used for describing the orientations determined by the orientations indicated by the drawings, and do not represent that the corresponding components must have specific positions or placement directions in actual construction, and therefore, the present invention should not be taken as a limitation to the technical solution of the present invention.
The prior art mounting structure and the improved structure contrast:
first, as shown in fig. 1, in a general method of connecting a concrete sloping beam and a steel reinforced concrete column, a steel plate 3 (i.e., a reinforcing bar connecting plate) is welded to a section steel 1, an end surface of the steel plate 3 is welded to the section steel 1, and the steel plate 3 is in a chamfered shape, and an angle thereof is set according to a design angle of the sloping beam and the steel reinforced concrete column. After the steel plate 3 is welded with the section steel 1, a flat extension plate which is perpendicular to the surface of the section steel 1 and protrudes is formed, and the reinforcing steel bar is welded with the reinforcing steel bar connecting plate on site. The structural reinforcing bar connecting plate only provides a welding surface.
Secondly, as shown in fig. 2, by adopting the connection node of the conversion structure of the steel bar connector, the conversion structure is welded on the section steel 1, and the steel bar is in threaded connection with the steel bar connector 7. The connecting plate 4 is further provided with a stiffening plate 5 and an adapter plate 6 for welding the steel bar connector 7, and the size, the thickness and the oblique angle of the connecting plate 4, the stiffening plate 5 and the adapter plate 6 are determined through calculation. The connecting plates 4 are used for transmitting the force of the steel bars to the steel ribs, and the stiffening plates 5 provide rigidity relative to the outer surface of the connecting plates 4 and play a role in shearing resistance at the connecting nodes. The left sides of the connecting plate 4 and the stiffening plate 5 are welded with the steel rib structure; the steel bar connector is a weldable steel bar connector, the steel bar connector is matched with the diameter of a steel bar, and the site steel bar is in threaded connection with the steel bar connector.
The following detailed description will be made with reference to the accompanying drawings, and as shown in fig. 2-5, a steel bar connector conversion structure comprises a connecting plate 4, wherein the left end of the connecting plate 4 is provided with a beveling end, the beveling end is welded with profile steel 1, and the bevel angle of the beveling end is set according to the bevel angle between a bevel beam 2 and a profile steel concrete column; a stiffening plate 5 vertical to the surface of the connecting plate is fixedly connected to the connecting plate 4, and the stiffening plate 5 is arranged on the central line of the connecting plate 4; the connecting plate 4 is fixedly connected with a patch panel 6 with the right end face of the stiffening plate 5, a plurality of steel bar connectors 7 are vertically arranged on the patch panel 6, and the steel bar connectors 7 are weldable steel bar connectors.
When the utility model is installed, the end surface of the oblique cutting end of the connecting plate 4 is welded with the connecting side of the section steel 1 beam; the internal thread is established to steel bar connector, and 7 diameters of steel bar connector match with the reinforcing bar, and screw in steel bar connection during steel bar connection.
The utility model discloses well connecting plate, stiffener and keysets need be calculated according to node position shaped steel and sloping and confirm, and the connecting plate is used for transmitting the power of reinforcing bar in the reinforcing bar. The stiffening plates provide stiffness out of plane with respect to the connecting plate while acting as shear resistant at the connection nodes.
The utility model provides a connector transform structure, the oblique cut end angle of connecting plate left end portion carries out the laying-out according to construction drawing, welds on the steel member after the customization cutting of mill, and weldment work is accomplished at the mill, and the scene only need carry out reinforcing bar and steel bar connector's threaded connection. The method is simple in structure and convenient to operate, replaces the original welding work of welding the reinforcing steel bars one by one, and greatly facilitates construction of the oblique crossing position.
Claims (1)
1. The utility model provides a steel bar connector transform structure which characterized by: the concrete column connecting plate comprises a connecting plate (4), wherein a beveled end is arranged at the left end of the connecting plate (4), the beveled end is welded with profile steel (1), and the bevel angle of the beveled end is arranged according to the bevel angle of a concrete column of the profile steel (1) and a bevel beam (2); a stiffening plate (5) vertical to the surface of the connecting plate is fixedly connected to the connecting plate (4), and the stiffening plate (5) is arranged on the central line of the connecting plate; the connecting plate is fixedly connected with a patch panel (6) on the right end face of the stiffening plate, a plurality of steel bar connectors (7) are vertically arranged on the patch panel (6), and the steel bar connectors (7) are weldable steel bar connectors.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922099301.5U CN211572262U (en) | 2019-11-29 | 2019-11-29 | Conversion structure of steel bar connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922099301.5U CN211572262U (en) | 2019-11-29 | 2019-11-29 | Conversion structure of steel bar connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211572262U true CN211572262U (en) | 2020-09-25 |
Family
ID=72533854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922099301.5U Active CN211572262U (en) | 2019-11-29 | 2019-11-29 | Conversion structure of steel bar connector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211572262U (en) |
-
2019
- 2019-11-29 CN CN201922099301.5U patent/CN211572262U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204252286U (en) | A kind of rectangular steel-tube concrete column-steel beam connecting joint | |
| CN102102396A (en) | Node connection method for circular steel tube concrete column and reinforced concrete shear wall | |
| CN102561527A (en) | Steel structure building beam or pillar node interface | |
| CN106475814A (en) | A kind of round tubing subpackage detent mechanism | |
| CN102493553B (en) | Construction method of member for connection node of reinforced beam and steel beam | |
| CN211572262U (en) | Conversion structure of steel bar connector | |
| CN203796279U (en) | Shear-resisting structure of composite pipe piece | |
| CN204626777U (en) | A kind of flexible shear structure connecting girder steel and concrete slab | |
| KR20180052802A (en) | The welding structure of steel pipe | |
| CN209686602U (en) | A kind of connection structure of steel plate shear force wall and floor | |
| CN204081087U (en) | A kind of reinforced concrete column and reinforcing steel bar connecting device | |
| CN202430834U (en) | Steel-work beam and pillar joint connector for buildings | |
| CN210817152U (en) | Pre-bending wrench for connecting reinforcing steel bars on site of reinforcing cage of bored pile | |
| CN211774540U (en) | Steel structure beam convenient to disassemble | |
| CN214423617U (en) | Connecting joint of shaped steel rib column and concrete beam double-layer reinforcing steel bar | |
| CN210067230U (en) | Mechanical reinforcing steel bar connector | |
| CN210134420U (en) | Composite hoop for trestle steel pipe pile parallel connection | |
| CN203548442U (en) | Bending connecting piece | |
| CN209907606U (en) | Reinforcing bar template integrated wall additional movable reinforcing bar connecting structure | |
| CN208533568U (en) | Steel construction piping lane corner part connection structure | |
| CN207749651U (en) | A kind of reinforcing construction of Truss Joint connection | |
| CN213330033U (en) | Connecting fastener and connecting structure of beam formwork framework and column formwork framework | |
| CN210997245U (en) | Branch pipe welding positioning device | |
| CN115492239B (en) | Conversion beam column joint and construction process thereof | |
| CN206220263U (en) | Built-in fitting |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |