CN203347106U - Square steel column for buildings - Google Patents
Square steel column for buildings Download PDFInfo
- Publication number
- CN203347106U CN203347106U CN 201320443638 CN201320443638U CN203347106U CN 203347106 U CN203347106 U CN 203347106U CN 201320443638 CN201320443638 CN 201320443638 CN 201320443638 U CN201320443638 U CN 201320443638U CN 203347106 U CN203347106 U CN 203347106U
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- joint
- steel column
- bearing
- vertical steel
- groove
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Abstract
The utility model relates to the technical field of buildings, and in particular relates to a square steel column for buildings. The square steel column is characterized by comprising a vertical steel column, a load-bearing transverse steel beam, a non-load-bearing transverse steel beam, a wall anchor and joints, wherein the joints comprise a first joint, a second joint and a third joint; the vertical steel column is vertically fixed through the first joint; the load-bearing transverse steel beam is connected with the vertical steel column through the second joint; the non-load-bearing transverse steel beam is connected with the vertical steel column through the third joint; the wall anchor is connected with the vertical steel column. When the square steel column is used, the vertical steel column is vertically fixed in a preset position by the first joint at first, the load-bearing transverse steel beam, the non-load-bearing transverse steel beam and the wall anchor are arranged according to needs, and then the building of a wall can be started. The labor intensity is low, two workers can finish mounting operation, time and labor are saved, and the construction period is shortened.
Description
Technical field
The utility model relates to technical field of buildings, is specifically related to a kind of square steel post for building.
Background technology
During construction walling, often need use reinforced concrete pile to strengthen weight capacity and the firmness of wall.Reinforced concrete pile is by the workman, reinforcing bar to be converted into squarely, then concreting forms therein, and reinforcing bar needs workman's operation at the scene as required, time-consuming bothersome, affects construction speed.Another kind is to build to refill into building site afterwards, and the mounting process required precision is higher, otherwise can't guarantee the node quality of connection.In addition, when building reinforcing bar wherein of dismantling also is difficult for reclaiming, thereby can't recycle, forms a large amount of building wastes, is unfavorable for environmental protection.
The utility model content
The utility model provides a kind of square steel post for building, easy for installation, and is beneficial to recovery and applies.
The utility model is achieved by the following technical programs:
A kind of square steel post for building, comprise vertical steel column, the horizontal girder steel of load-bearing, the horizontal girder steel of non-bearing, wall anchor and joint; Described joint comprises the first joint, the second joint, the 3rd joint; Described vertical steel column is vertically fixing by the first joint; The horizontal girder steel of described load-bearing is connected with vertical steel column by the second joint; The horizontal girder steel of described non-bearing is connected with vertical steel column by the 3rd joint; Described wall anchor is connected with vertical steel column.
The cuboid that described vertical steel column is hollow, described the first joint is for inserting the cuboid of vertical steel column, and the one end is provided with convex edge.
Described the second joint is U-shaped groove, and its facade one end is concordant with bottom surface, and the other end protrudes bottom surface, and an end that protrudes bottom surface is fixedly connected with it by bolt respectively with the forward and backward face of vertical steel column, and the horizontal girder steel of described load-bearing is placed in U-shaped groove.
The cuboid that the horizontal girder steel of described non-bearing is hollow, described the 3rd joint is for inserting the cuboid of the horizontal girder steel of non-bearing, and the one end is provided with convex edge, and edge, described convex edge is provided with the first buckle, and described vertical steel column side is provided with the first draw-in groove with the first buckle coupling.
Described the first draw-in groove is tee T.
Described wall anchor is L-type, and its facade edge is provided with the second buckle, and described vertical steel column side is provided with the second draw-in groove with the second buckle coupling.
Described the second draw-in groove is tee T.
Further, described the first draw-in groove and the second draw-in groove consistent size.
The utlity model has following beneficial effect: first will found steel column and be vertically fixed in advance on position with the first joint, the horizontal girder steel of load-bearing, the horizontal girder steel of non-bearing and wall anchor are installed as required again, just can start afterwards to build a wall, labour intensity is low, two workmans just can fitting operation, time saving and energy saving, the reduction of erection time.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
This specific embodiment is only to explanation of the present utility model; it is not to restriction of the present utility model; those skilled in the art can make to the present embodiment the modification that there is no creative contribution as required after reading this manual, but as long as all are subject to the protection of Patent Law in claim scope of the present utility model.
Embodiment 1: square steel post for building as shown in Figure 1 comprises vertical steel column 1, the horizontal girder steel 3 of load-bearing, the horizontal girder steel 5 of non-bearing, wall anchor 7, the first joints 2, the second joint 4, the 3rd joint 9.The cuboid that vertical steel column 1 is hollow, the first joint 2 is for inserting the cuboid of vertical steel column, and the one end is provided with convex edge.The second joint 4 is U-shaped groove, and its facade one end is concordant with bottom surface, and the other end protrudes bottom surface, and an end that protrudes bottom surface is fixedly connected with it by bolt respectively with the forward and backward face of vertical steel column 1, and the horizontal girder steel of load-bearing is placed in U-shaped groove.The cuboid that the horizontal girder steel 5 of non-bearing is hollow, the 3rd joint 9 is for inserting the cuboid of the horizontal girder steel 5 of non-bearing, the one end is provided with convex edge, and the edge, convex edge is provided with the first buckle (not shown), and vertical steel column 1 side is provided with the first draw-in groove 6 with the first buckle coupling.Wall anchor 7 is L-type, and its facade edge is provided with the second buckle (not shown), and vertical steel column 1 side is provided with the second draw-in groove 8 with the second buckle coupling.The first draw-in groove 6 and the second draw-in groove 8 are T-shaped, are convenient to adjust as required the upper-lower position of the horizontal girder steel 5 of non-bearing and wall anchor 7.The first draw-in groove 6 and the second draw-in groove 8 measure-alike, vertical steel column easy to process, strengthen its suitability.
The Construction Principle of square steel post: first the first joint is inserted respectively to the two ends of vertical steel column, then will found steel column and be placed to predefined position, then with securing member, the first joint is fixed, can start to build a wall.In the process of building a wall, can as required, with bolt, the second joint be fixed on the suitable position of vertical steel column, the more horizontal girder steel of load-bearing is positioned in the second joint.In the process of building a wall, as required, first the 3rd joint is inserted in the horizontal girder steel of non-bearing, then the 3rd joint is stuck on the suitable position of vertical steel column, can the horizontal steel girder erection of non-bearing is good.In the process of building a wall, as required, the wall anchor clamp is entered to stand the steel column side.
Claims (8)
1. a square steel post for building, is characterized in that: comprise vertical steel column, the horizontal girder steel of load-bearing, the horizontal girder steel of non-bearing, wall anchor and joint; Described joint comprises the first joint, the second joint, the 3rd joint; Described vertical steel column is vertically fixing by the first joint; The horizontal girder steel of described load-bearing is connected with vertical steel column by the second joint; The horizontal girder steel of described non-bearing is connected with vertical steel column by the 3rd joint; Described wall anchor is connected with vertical steel column.
2. square steel post according to claim 1 is characterized in that: the cuboid that described vertical steel column is hollow, and described the first joint is for inserting the cuboid of vertical steel column, and the one end is provided with convex edge.
3. square steel post according to claim 1, it is characterized in that: described the second joint is U-shaped groove, and its facade one end is concordant with bottom surface, and the other end protrudes bottom surface, an end that protrudes bottom surface is fixedly connected with it by bolt respectively with the forward and backward face of vertical steel column, the horizontal girder steel of described load-bearing is placed in U-shaped groove.
4. square steel post according to claim 1, it is characterized in that: the cuboid that the horizontal girder steel of described non-bearing is hollow, described the 3rd joint is for inserting the cuboid of the horizontal girder steel of non-bearing, the one end is provided with convex edge, edge, described convex edge is provided with the first buckle, and described vertical steel column side is provided with the first draw-in groove with the first buckle coupling.
5. square steel post according to claim 4, it is characterized in that: described the first draw-in groove is tee T.
6. square steel post according to claim 1, it is characterized in that: described wall anchor is L-type, and its facade edge is provided with the second buckle, and described vertical steel column side is provided with the second draw-in groove with the second buckle coupling.
7. square steel post according to claim 6, it is characterized in that: described the second draw-in groove is tee T.
8. according to claim 5 and 7 described square steel posts, it is characterized in that: described the first draw-in groove and the second draw-in groove consistent size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320443638 CN203347106U (en) | 2013-07-19 | 2013-07-19 | Square steel column for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320443638 CN203347106U (en) | 2013-07-19 | 2013-07-19 | Square steel column for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203347106U true CN203347106U (en) | 2013-12-18 |
Family
ID=49747021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320443638 Expired - Lifetime CN203347106U (en) | 2013-07-19 | 2013-07-19 | Square steel column for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203347106U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049753A (en) * | 2016-02-04 | 2016-10-26 | 李新华 | Steel support structure |
-
2013
- 2013-07-19 CN CN 201320443638 patent/CN203347106U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049753A (en) * | 2016-02-04 | 2016-10-26 | 李新华 | Steel support structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131218 |
|
| CU01 | Correction of utility model | ||
| CU01 | Correction of utility model |
Correction item: Termination upon expiration of patent Correct: Revocation of Patent Expiration and Termination False: Expiration and Termination of 39 Volume 3102 Patent on August 4, 2023 Number: 31-02 Volume: 39 |