CN214006266U - Novel steel column steel bar connection device - Google Patents
Novel steel column steel bar connection device Download PDFInfo
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- CN214006266U CN214006266U CN202022504910.7U CN202022504910U CN214006266U CN 214006266 U CN214006266 U CN 214006266U CN 202022504910 U CN202022504910 U CN 202022504910U CN 214006266 U CN214006266 U CN 214006266U
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Abstract
The utility model provides a novel steel column steel bar connection device, includes the steel column, the side welding of steel column sets up two layer connection framves of roof beam, two layer connection framves of roof beam include with steel column lateral wall vertically top flange board and bottom flange board, the top flange board with be connected through a backup pad parallel with the steel column lateral wall between the bottom flange board, set up in the backup pad one with backup pad vertically gusset plate, the backup pad with the gusset plate is simultaneously to extending and be located two layer connection framves of roof beam about both ends the steel bar connection board weld mutually. The utility model discloses make the site operation simple effective, effectively solve the interior rebar construction difficulty scheduling problem of node domain scope, avoid the construction difficulty who successively causes because of the construction process.
Description
Technical Field
The utility model relates to a steel construction especially relates to a novel steel column steel bar connection device.
Background
With the development of the building industry, the steel reinforced concrete structure is more and more widely applied to various high-rise and super high-rise projects, industrial plants and other projects. The most important process in the construction of the steel reinforced concrete structure is the connection between the steel bars and the steel ribs, and the main installation mode in the existing construction is mechanical connection and welding. The mechanical connection generally adopts mounting modes such as sleeves and the like, and the welding mainly adopts fixing modes such as steel corbels and the like.
The main construction difficulty of the existing steel reinforced concrete structure is the problem of steel bar conflict in the range of the joint of the beam and the column. In the traditional work progress, when adopting sleeve or ordinary connecting plate mode to connect, when the post reinforcing bar is more with roof beam reinforcing bar quantity, perhaps the roof beam reinforcing bar number of piles is greater than the one deck, the field construction had the degree of difficulty when traditional flange board fixed sleeve or board. Especially when the roof beam is used for the post to connect into inclination, the construction degree of difficulty increases.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a can solve the novel steel column steel bar connection device of above-mentioned problem.
For solving the above problem the utility model discloses a technical scheme be:
the utility model provides a novel steel column steel bar connection device, includes the steel column, the side welding of steel column sets up two layer connection framves of roof beam, two layer connection framves of roof beam include with steel column lateral wall vertically top flange board and bottom flange board, the top flange board with be connected through a backup pad parallel with the steel column lateral wall between the bottom flange board, set up in the backup pad one with backup pad vertically gusset plate, the backup pad with the gusset plate is simultaneously to extending and be located two layer connection framves of roof beam about both ends the steel bar connection board weld mutually.
Preferably, the steel bar connecting plate comprises a steel column steel bar connecting plate and a steel beam steel bar connecting plate which are perpendicular to each other, the steel beam steel bar connecting plate is connected with the supporting plate and the reinforcing plate in a welded mode, the steel beam steel bar connecting plate is perpendicular to the side wall of the steel column, and the steel column steel bar connecting plate is arranged at one end, far away from the beam secondary layer connecting frame, of the steel beam steel bar connecting plate.
Preferably, the steel bar connecting plate comprises a steel column steel bar connecting plate, the steel column steel bar connecting plate is fixedly arranged at the top of the upper flange plate or the bottom of the lower flange plate, and the steel column steel bar connecting plate is parallel to the supporting plate.
Preferably, the steel column reinforcing steel bars are welded on the steel column reinforcing steel bar connecting plates.
Preferably, all weld on girder steel reinforcing bar connecting plate, the upper flange board and the lower flange board and set up the roof beam reinforcing bar.
Has the advantages that: the site operation is simple and effective, the problems of difficult construction of the steel bars in the node area range and the like are effectively solved, and the construction difficulty caused by the sequence of the construction procedures is avoided. The method can well adapt to the influence of local deviation caused by site construction on the steel bars, has good construction operability, is quick in site steel bar connection, and ensures the construction period.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a two-layer connecting frame of the beam of the present invention;
fig. 3 is a cross-sectional view of the present invention;
in the figure: 1. the steel column, 2, steel column reinforcing bar connecting plate, 3, girder steel reinforcing bar connecting plate, 4, two layers of connecting plates of roof beam, 5, roof beam reinforcing bar, 6, column reinforcing bar, 41, upper flange board, 42, gusset plate, 43, backup pad, 44, lower flange board.
Detailed Description
The essential features and advantages of the invention will be further explained below with reference to examples, but the invention is not limited to the embodiments listed.
Referring to fig. 1, a novel steel column reinforcing bar connecting device according to an embodiment of the present invention is shown, and for convenience of illustration, only relevant portions of the embodiment of the present invention are shown.
The utility model provides a novel steel column steel bar connection device, includes steel column 1, the side welding of steel column 1 sets up two layer connection frame 4 of roof beam, two layer connection frame 4 of roof beam include with steel column lateral wall vertically upper limb listrium 41 and lower flange listrium 44, upper limb listrium 41 with be connected through a backup pad 43 parallel with 1 lateral wall of steel column between the lower flange listrium 44, set up one in the backup pad 43 with backup pad 43 vertically gusset plate 42, the backup pad with gusset plate 42 is to extending simultaneously to upper and lower both ends and is located two layer connection frame 4 of roof beam upper and lower both ends steel bar connection looks welding.
The reinforcing steel bar connecting plate is divided into two types.
The steel bar connecting plate comprises steel column steel bar connecting plates 2 and steel beam steel bar connecting plates 3 which are perpendicular to each other, the steel beam steel bar connecting plates 3 are connected with supporting plates 42 and reinforcing plates 42 in a welded mode, the steel beam steel bar connecting plates 3 are perpendicular to the side walls of steel columns 1, and the steel column steel bar connecting plates 2 are arranged at one ends, far away from beam two-layer connecting frames, of the steel beam steel bar connecting plates 3.
Another kind of steel bar connection plate includes steel column steel bar connection plate 2, steel column steel bar connection plate 2 sets up fixedly in the top of upper flange board 41 or the bottom of lower flange board 44, steel column steel bar connection plate 2 is parallel with backup pad 43.
And column steel bars 6 are welded on the steel column steel bar connecting plate 2.
And the steel beam reinforcing steel bar connecting plate 3, the upper flange plate 41 and the lower flange plate 44 are all welded with beam reinforcing steel bars 5.
The utility model discloses a steel column adopts node range inner panel connection, and through the transition of roof beam two-layer connecting frame, the effectual node range of avoiding causes the problem of follow-up roof beam reinforcing bar construction difficulty because of reinforcing bar is in large quantity. The beam steel bars are effectively connected with the steel columns through the beam two-layer connecting frame, the construction space of on-site welding is guaranteed, and the situation that the sleeve connection is unchanged and the welding space of common corbel steel bars is insufficient due to construction deviation on the site can be well avoided. The beam steel bars and the column steel bars are free of conflict, avoiding through adjusting the height is not needed, on-site steel bar bundling construction is facilitated, and the construction efficiency is effectively improved.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (5)
1. The utility model provides a novel steel column steel bar connection device, a serial communication port, including the steel column, the side welding of steel column sets up two layer connection framves of roof beam, two layer connection framves of roof beam include with steel column lateral wall vertically top flange board and bottom flange board, the top flange board with be connected through a backup pad parallel with the steel column lateral wall between the bottom flange board, set up in the backup pad one with backup pad vertically gusset plate, the backup pad with the gusset plate is simultaneously to extending and be located two layer connection framves of roof beam about both ends the steel bar connection board weld mutually.
2. The novel steel column and steel bar connecting device as claimed in claim 1, wherein the steel bar connecting plates comprise a steel column and a steel beam, the steel column and steel bar connecting plates are perpendicular to each other, the steel beam and steel bar connecting plates are welded to the supporting plates and the reinforcing plates, the steel beam and steel bar connecting plates are perpendicular to the side walls of the steel columns, and the steel column and steel bar connecting plates are arranged at one ends of the steel beam and steel bar connecting plates, which are far away from the beam secondary connecting frame.
3. The novel steel column reinforced bar connection device of claim 2, wherein the steel bar connection plate comprises a steel column reinforced bar connection plate, the steel column reinforced bar connection plate is fixedly arranged at the top of the upper flange plate or the bottom of the lower flange plate, and the steel column reinforced bar connection plate is parallel to the support plate.
4. The novel steel column steel bar connecting device according to claim 2 or 3, wherein the steel column steel bars are welded on the steel column steel bar connecting plate.
5. The novel steel column steel bar connection device of claim 3, wherein the steel beam steel bar connection plate, the upper flange plate and the lower flange plate are welded with beam steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022504910.7U CN214006266U (en) | 2020-11-03 | 2020-11-03 | Novel steel column steel bar connection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022504910.7U CN214006266U (en) | 2020-11-03 | 2020-11-03 | Novel steel column steel bar connection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214006266U true CN214006266U (en) | 2021-08-20 |
Family
ID=77302896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022504910.7U Active CN214006266U (en) | 2020-11-03 | 2020-11-03 | Novel steel column steel bar connection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214006266U (en) |
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2020
- 2020-11-03 CN CN202022504910.7U patent/CN214006266U/en active Active
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