CN214696249U - Self-resetting steel structure wall - Google Patents
Self-resetting steel structure wall Download PDFInfo
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- CN214696249U CN214696249U CN202022235298.8U CN202022235298U CN214696249U CN 214696249 U CN214696249 U CN 214696249U CN 202022235298 U CN202022235298 U CN 202022235298U CN 214696249 U CN214696249 U CN 214696249U
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Abstract
The utility model discloses a from restoring to throne steel construction wall, including the steel sheet wall and with the perpendicular steel sheet top of connecting of steel sheet wall, the steel sheet wall includes many steel columns, base and crossbeam, the steel column set firmly in on the base, the upper end fixed connection of steel column the crossbeam, adjacent two connect the reinforcing plate of a plurality of bowknot types between the steel column, many pull rod slopes to set up, and the both ends of many pull rods respectively with the crossbeam with the top face on steel sheet top is articulated. The utility model provides a from restoring to throne steel construction wall is through setting up the reinforcing plate between adjacent steel column to increased bearing capacity, deformability and the power consumption ability of steel construction wall, and then alleviateed the response of shake load, the convenient aftermaintenance that shakes.
Description
Technical Field
The utility model relates to a building design technical field especially relates to a from restoring to throne steel construction wall.
Background
The traditional steel structure generally adopts component plasticity development to consume energy, for example, a plastic hinge is formed at a beam end, although the structure cannot be collapsed after an earthquake to threaten life safety, a main body component often has larger residual deformation to increase the maintenance cost and difficulty of the main body component, and even the whole building needs to be dismantled. In order to reduce or even eliminate the damage of a main body structure, reduce the residual deformation of the structure, lighten the earthquake load response and facilitate the post-earthquake maintenance, how to provide a self-resetting steel structure wall structure becomes a technical problem to be solved urgently.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a from restoring to throne steel construction wall to overcome prior art's not enough.
In order to achieve the above purpose, the technical scheme of the utility model is as follows:
the utility model discloses a from restoring to throne steel construction wall, including many steel columns, base and crossbeam, the steel column set firmly in on the base, the upper end fixed connection of steel column the crossbeam, adjacent two connect the reinforcing plate of a plurality of bowknot types between the steel column, two inclined planes of the top of reinforcing plate pass through the arcwall face and link up, two inclined planes of the below of reinforcing plate also link up through the arcwall face.
Preferably, a triangular reinforcing rib plate is further fixedly arranged between the top end of the steel column and the cross beam.
Preferably, a triangular reinforcing rib plate is further fixedly arranged between the bottom end of the steel column and the base.
Preferably, a reinforcing beam is fixedly connected to the middle of the plurality of steel columns.
Preferably, a triangular reinforcing rib plate is fixedly arranged between the reinforcing beam and the steel column.
Preferably, the butterfly-shaped reinforcing plate is fixedly connected with the steel column through bolts.
Preferably, the steel column is made of channel steel.
Preferably, the base is made of angle steel; and/or the cross beam is made of angle steel.
Compared with the prior art, the utility model has the advantages of:
the utility model provides a from restoring to throne steel construction wall is through setting up the reinforcing plate between adjacent steel column to increased bearing capacity, deformability and the power consumption ability of steel construction wall, and then alleviateed the response of shake load, the convenient aftermaintenance that shakes.
Through set firmly deep floor between the top portion of steel column and crossbeam and set firmly deep floor between the bottom portion of steel column and base to further improved steel construction wall's intensity and stability.
Through setting up the stiffening beam, the intensity and the stability of steel construction wall have further been improved equally.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below.
Fig. 1 is a schematic structural view of a self-resetting steel structure wall disclosed in embodiment 1 of the present invention.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
Referring to fig. 1, the embodiment of the utility model discloses from restoring to throne steel construction wall, including many steel columns 1, base 2 and crossbeam 3, steel column 1 sets firmly on base 2, and the upper end fixed connection crossbeam 3 of steel column 1 connects the reinforcing plate 4 of a plurality of bowknot types between two adjacent steel columns 1, and two inclined planes of the top of reinforcing plate 4 pass through the arcwall face and link up, and two inclined planes of the below of reinforcing plate 4 also link up through the arcwall face.
Through the technical scheme, the embodiment of the utility model provides a from restoring to throne steel construction wall is through setting up reinforcing plate 4 between adjacent steel column 1 to increased bearing capacity, deformability and the power consumption ability of steel construction wall, and then alleviateed the shake load response, conveniently shake the after-maintenance.
Preferably, a triangular reinforcing rib plate 5 is fixedly arranged between the top end part of the steel column 1 and the cross beam 3. The reinforcing rib plate 5 is fixedly arranged between the top end part of the steel column 1 and the cross beam 3, so that the strength and the stability of the steel structure wall are further improved.
Preferably, a triangular reinforcing rib plate 6 is further fixedly arranged between the bottom end of the steel column 1 and the base 2. The reinforcing rib plate 6 is fixedly arranged between the bottom end part of the steel column 1 and the base 2, so that the strength and the stability of the steel structure wall are further improved.
Preferably, a reinforcing beam 7 is fixedly connected to the middle of the plurality of steel columns 1. Through setting up stiffening beam 7, the intensity and the stability of steel construction wall have further been improved equally.
Preferably, a triangular reinforcing rib plate 8 is fixedly arranged between the reinforcing beam 7 and the steel column 1.
Preferably, the butterfly-shaped reinforcing plate 4 is fixedly connected with the steel column 1 through bolts; the steel column 1 adopts channel steel; the base 2 adopts angle steel; the cross beam 3 is made of angle steel.
Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (8)
1. The utility model provides a from restoring to throne steel construction wall which characterized in that: the steel column is fixedly arranged on the base, the upper end portion of the steel column is fixedly connected with the cross beam, a plurality of reinforcing plates are connected between every two adjacent steel columns, two inclined planes above the reinforcing plates are connected through an arc-shaped surface, and two inclined planes below the reinforcing plates are also connected through the arc-shaped surface.
2. The self-resetting steel structure wall of claim 1, characterized in that: and a triangular reinforcing rib plate is fixedly arranged between the top end part of the steel column and the cross beam.
3. The self-resetting steel structure wall of claim 1, characterized in that: and a triangular reinforcing rib plate is fixedly arranged between the bottom end part of the steel column and the base.
4. The self-resetting steel structure wall of claim 1, characterized in that: and the middle parts of the steel columns are fixedly connected with a reinforcing beam.
5. The self-resetting steel structure wall of claim 4, wherein: and a triangular reinforcing rib plate is fixedly arranged between the reinforcing beam and the steel column.
6. The self-resetting steel structure wall of claim 1, characterized in that: the reinforcing plate is fixedly connected with the steel column through bolts.
7. The self-resetting steel structure wall of claim 1, characterized in that: the steel column is made of channel steel.
8. The self-resetting steel structure wall of claim 1, characterized in that: the base is made of angle steel; and/or the cross beam is made of angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022235298.8U CN214696249U (en) | 2020-10-10 | 2020-10-10 | Self-resetting steel structure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022235298.8U CN214696249U (en) | 2020-10-10 | 2020-10-10 | Self-resetting steel structure wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214696249U true CN214696249U (en) | 2021-11-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022235298.8U Active CN214696249U (en) | 2020-10-10 | 2020-10-10 | Self-resetting steel structure wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214696249U (en) |
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2020
- 2020-10-10 CN CN202022235298.8U patent/CN214696249U/en active Active
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