CN212715370U - Connecting joint for outer wall plate and steel column of steel structure building - Google Patents
Connecting joint for outer wall plate and steel column of steel structure building Download PDFInfo
- Publication number
- CN212715370U CN212715370U CN202021134856.5U CN202021134856U CN212715370U CN 212715370 U CN212715370 U CN 212715370U CN 202021134856 U CN202021134856 U CN 202021134856U CN 212715370 U CN212715370 U CN 212715370U
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- plate body
- steel column
- steel
- fiber reinforced
- reinforced cement
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Abstract
The utility model belongs to the building trade, more specifically say, relate to steel construction building side fascia and steel column connected node. The steel column comprises a plate body and an I-shaped steel column, wherein the plate body is formed by connecting two plate body components, the plate body components are composed of three fiber reinforced cement plates which are arranged in a staggered mode, an empty groove is formed in the two plate body components after the two plate body components are connected, the flange of the top of the steel column is located in the empty groove, the thickness of the flange is consistent with that of the fiber reinforced cement plates, and the upper portion and the lower portion of the flange are tightly attached to the fiber reinforced cement plates.
Description
The technical field is as follows:
the utility model belongs to the building trade, more specifically say, relate to steel construction building side fascia and steel column connected node.
Background art:
at present, the light steel structure wall plate and the steel column in the building industry are connected, most purlin supports are welded on the steel columns of steel structure houses, purlins are connected with the purlin supports through bolts, and finally the wall plate and the purlin supports are connected through self-tapping screws. The connecting pieces are various and need to be welded, the installation period is long, and local parts are easy to damage; purlins with the width of about 200mm are arranged between the wall plate and the steel column for separation, so that the longitudinal force of the structure is not easy to be transmitted through the wall plate, and the skin effect cannot be considered; the color steel plate wall body and the purlines are cold-bending thin-wall components, are easy to rust and are easy to damage if not maintained properly.
The utility model has the following contents:
the utility model discloses just to above-mentioned problem, a steel construction building side fascia and steel column connected node is provided.
In order to realize the above-mentioned purpose, the utility model discloses a following technical scheme, including plate body and I-shaped steel post, the plate body is formed by connecting two plate body subassemblies, and the plate body subassembly comprises three staggered arrangement's fiber reinforced cement boards, and two plate body subassemblies are connected inside dead slot that forms in back, and the edge of a wing at steel column top is located the dead slot, and its thickness is unanimous with fiber reinforced cement board thickness, and the top all closely laminates with fiber reinforced cement board.
The steel column flange is provided with a bonding layer adjacent to the fiber reinforced cement plates, and the two ends of the steel column flange are fixed with the upper and lower fiber reinforced cement plates through bolts.
The utility model has the advantages that:
the utility model discloses simple structure, durable, installation are dismantled conveniently, can make light steel construction consider the skin effect when carrying out structural design, save the intercolumnar support of steel construction.
Description of the drawings:
fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is an isometric view of the plate body.
Fig. 3 is a state diagram when the steel column and the plate body are not connected.
In the attached drawings, 1 is a fiber reinforced cement board, 2 is a steel column, 3 is an adhesive layer, 4 is a filling material, 5 is a bolt, and 6 is a locking nut.
The specific implementation mode is as follows:
as can be seen from figures 1-3, the utility model discloses a plate body and I-shaped steel column, including plate body and I-shaped steel column, the plate body is formed by two plate body subassemblies connection, and the plate body subassembly comprises three staggered arrangement's fibre reinforced cement board, and two plate body subassemblies are connected inside dead slot that forms in back, and the edge of a wing at steel column top is located the dead slot, and its thickness is unanimous with fibre reinforced cement board thickness, and the top all closely laminates with fibre reinforced cement board from top to bottom.
The steel column flange is provided with a bonding layer adjacent to the fiber reinforced cement plates, and the two ends of the steel column flange are fixed with the upper and lower fiber reinforced cement plates through bolts.
The bolt holes are arranged at the fixed connection positions of the upper fiber plate and the lower fiber plate and the flange of the steel column, and the flange of the steel column is fixed with the upper fiber reinforced cement plate and the lower fiber reinforced cement plate through the interaction of the bolt holes, the bolts and the locking nuts.
During installation, the construction daub is smeared on the surface of the steel column flange, then the steel column flange stretches into the grooves of the plate body assemblies on the two sides, then the two plate body assemblies are tightly attached together, the joint of the upper portion of the steel column flange is plugged by using a filling material, and finally the steel column flange is fastened by using bolts.
Claims (2)
1. Steel construction building side fascia and steel column connected node, its characterized in that, including plate body and I shaped steel post, the plate body is formed by connecting two plate body subassemblies, and the plate body subassembly comprises three staggered arrangement's fiber reinforced cement board, and two plate body subassemblies are connected inside dead slot that forms in back, and the edge of a wing at steel post top is located the dead slot, and its thickness is unanimous with fiber reinforced cement board thickness, and the top all closely laminates with fiber reinforced cement board.
2. The connecting joint of the steel structure building external wall panel and the steel column as claimed in claim 1, wherein the steel column flange is provided with an adhesive layer adjacent to the fiber reinforced cement panel, and the two ends of the steel column flange are fixed to the upper and lower fiber reinforced cement panels through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021134856.5U CN212715370U (en) | 2020-06-18 | 2020-06-18 | Connecting joint for outer wall plate and steel column of steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021134856.5U CN212715370U (en) | 2020-06-18 | 2020-06-18 | Connecting joint for outer wall plate and steel column of steel structure building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212715370U true CN212715370U (en) | 2021-03-16 |
Family
ID=74960415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021134856.5U Active CN212715370U (en) | 2020-06-18 | 2020-06-18 | Connecting joint for outer wall plate and steel column of steel structure building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212715370U (en) |
-
2020
- 2020-06-18 CN CN202021134856.5U patent/CN212715370U/en active Active
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