CN215802240U - House steel construction with resistance to deformation - Google Patents
House steel construction with resistance to deformation Download PDFInfo
- Publication number
- CN215802240U CN215802240U CN202122373430.6U CN202122373430U CN215802240U CN 215802240 U CN215802240 U CN 215802240U CN 202122373430 U CN202122373430 U CN 202122373430U CN 215802240 U CN215802240 U CN 215802240U
- Authority
- CN
- China
- Prior art keywords
- deformation
- profile steel
- steel
- upright columns
- house
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the technical field of profile steel construction, and particularly relates to a house steel structure with deformation resistance. The profile steel upright columns are fixed on the ground through bolts matched with the base, the top ends of the profile steel upright columns are fixedly connected through a top beam profile steel frame, the profile steel upright columns which are transversely distributed are connected with a connecting beam, and a lifting beam is connected between a left connecting beam and a right connecting beam; the middle of the lifting beam is fixed with a deformation-resistant ball, the outer side of the deformation-resistant ball is connected with a plurality of supporting connecting rods, and the top ends of the supporting connecting rods are welded and fixed at the connecting position of the profile steel upright post and the top beam profile steel frame. The anti-deformation ball head support structure is added on the basis of the traditional steel roof truss, so that corner nodes of the steel roof truss can be supported, and pressure born by corners can be dispersed; avoid the shaped steel roof truss atress to take place deformation.
Description
Technical Field
The utility model belongs to the technical field of profile steel construction, and particularly relates to a house steel structure with deformation resistance.
Background
In recent years, driven by policies of 'green building action' and 'building industrialization and housing industrialization' and economic development, fabricated buildings become hot spots for domestic research and exploration, and the steel structure of the house appearing on the market at present still has various defects and cannot meet the requirements of production and life; for example, the house steel structure bears most of loads in the building construction process at present, so that the steel structure is prone to deformation and potential safety hazards are caused, and therefore the house steel structure with the deformation resistance is provided.
SUMMERY OF THE UTILITY MODEL
Aiming at solving the problems of the defects and the shortcomings of the prior art; the utility model aims to provide a house steel structure with deformation resistance, which has the advantages of simple structure, reasonable design and convenient use, adds a ball head support structure with deformation resistance on the basis of the traditional steel roof truss, can support corner nodes of the steel roof truss and disperse pressure born by corners; avoid the shaped steel roof truss atress to take place deformation.
In order to achieve the purpose, the utility model adopts the technical scheme that: the device comprises profile steel upright posts, a top beam profile steel frame, a connecting beam, a lifting beam, an anti-deformation ball and a support connecting rod; the profile steel upright columns are fixed on the ground through bolts matched with the base, the top ends of the profile steel upright columns are fixedly connected through a top beam profile steel frame, the profile steel upright columns which are transversely distributed are connected with connecting beams, and lifting beams are longitudinally connected between the connecting beams which are distributed on the left and the right; the middle of the lifting beam is fixed with a deformation-resistant ball, the outer side of the deformation-resistant ball is connected with a plurality of supporting connecting rods, and the top ends of the supporting connecting rods are welded and fixed at the connecting position of the profile steel upright post and the top beam profile steel frame to form a net-shaped deformation-resistant structure.
Preferably, the connecting beam and the lifting beam form an I-shaped structure.
Preferably, the section steel upright post and the top beam section steel frame are fixedly connected through a bolt matched with the connecting seat.
Preferably, the top ends of the support connecting rods are connected with the inner sides of the section steel upright posts and the top beam section steel frame through welding seats.
Preferably, the support connecting rod is of a screw structure with adjustable length.
After adopting the structure, the utility model has the beneficial effects that: the anti-deformation ball head support structure is added on the basis of the traditional steel roof truss, so that corner nodes of the steel roof truss can be supported, and pressure born by corners can be dispersed; avoid the shaped steel roof truss atress to take place deformation.
Drawings
To more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the present invention is described in detail by the following specific embodiments and the accompanying drawings.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a front view of the present invention;
FIG. 3 is a right side view of the present invention;
fig. 4 is a top view of the present invention.
Description of reference numerals: the steel support comprises a section steel upright 1, a top beam section steel frame 2, a connecting beam 3, a lifting beam 4, an anti-deformation ball 5 and a support connecting rod 6.
Detailed Description
In order that the objects, aspects and advantages of the utility model will become more apparent, the utility model will be described by way of example only, and in connection with the accompanying drawings. It is to be understood that such description is merely illustrative and not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
It should be noted that, in order to avoid obscuring the present invention with unnecessary details, only the structures and/or processing steps closely related to the scheme according to the present invention are shown in the drawings, and other details not so relevant to the present invention are omitted.
Referring to fig. 1 to 4, the following technical solutions are adopted in the present embodiment: the device comprises a profile steel upright post 1, a top beam profile steel frame 2, a connecting beam 3, a lifting beam 4, an anti-deformation ball 5 and a support connecting rod 6; the profile steel upright columns 1 are fixed on the ground through bolts matched with a base, the top ends of the profile steel upright columns 1 are fixedly connected through a top beam profile steel frame 2, the profile steel upright columns 1 which are transversely distributed are connected with connecting beams 3, and lifting beams 4 are longitudinally connected between the connecting beams 3 which are distributed on the left and the right; the middle of the lifting beam 4 is fixed with a deformation-resistant ball 5, the outer side of the deformation-resistant ball 5 is connected with a plurality of support connecting rods 6, and the top ends of the support connecting rods 6 are welded and fixed at the joint of the profile steel upright 1 and the top beam profile steel frame 2 to form a net-shaped deformation-resistant structure.
Wherein the connecting beam 3 and the lifting beam 4 form an I-shaped structure; the section steel upright posts 1 and the top beam section steel frame 2 are fixedly connected through bolts matched with the connecting seats; the top end of the support connecting rod 6 is connected with the inner sides of the section steel upright posts 1 and the top beam section steel frame 2 through welding seats; the support connecting rod 6 is of a screw rod structure with adjustable length.
The working principle of the specific embodiment is as follows: after traditional shaped steel roof truss connects the completion, install tie-beam 3 additional on shaped steel roof truss back timber lower floor, lift roof beam 4, make tie-beam 3, lift roof beam 4 and constitute the I-shaped structure, and lift roof beam 4's middle installation welding resistance to deformation ball 5, and the outside of resistance to deformation ball 5 is connected with several support link 6 through the rotation axis, and will support link 6's top and draw the welding inside the flex point of shaped steel roof truss, then adjust the length change holding power of support link 6, make shaped steel roof truss can bear stronger impact.
The anti-deformation ball head support structure is added on the basis of the traditional steel roof truss, so that corner nodes of the steel roof truss can be supported, and pressure born by corners can be dispersed; avoid the shaped steel roof truss atress to take place deformation.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides a house steel construction with resistance to deformation which characterized in that: the device comprises a profile steel upright post (1), a top beam profile steel frame (2), a connecting beam (3), a lifting beam (4), an anti-deformation ball (5) and a support connecting rod (6); the profile steel upright columns (1) are fixed on the ground through bolts matched with a base, the top ends of the profile steel upright columns (1) are fixedly connected through a top beam profile steel frame (2), the profile steel upright columns (1) which are transversely distributed are connected with connecting beams (3), and lifting beams (4) are longitudinally connected between the connecting beams (3) which are distributed on the left and right; the middle of the lifting beam (4) is fixed with a deformation-resistant ball (5), the outer side of the deformation-resistant ball (5) is connected with a plurality of support connecting rods (6), and the top ends of the support connecting rods (6) are welded and fixed at the joint of the profile steel upright (1) and the top beam profile steel frame (2) to form a net-shaped deformation-resistant structure.
2. A house steel structure with deformation resistance as claimed in claim 1, characterized in that: the connecting beam (3) and the lifting beam (4) form an I-shaped structure.
3. A house steel structure with deformation resistance as claimed in claim 1, characterized in that: the section steel upright columns (1) and the top beam section steel frame (2) are fixedly connected through bolt matching connecting seats.
4. A house steel structure with deformation resistance as claimed in claim 1, characterized in that: the top ends of the supporting connecting rods (6) are connected with the inner sides of the section steel upright columns (1) and the top beam section steel frame (2) through welding seats.
5. A house steel structure with deformation resistance as claimed in claim 1, characterized in that: the supporting connecting rod (6) is of a screw rod structure with adjustable length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122373430.6U CN215802240U (en) | 2021-09-28 | 2021-09-28 | House steel construction with resistance to deformation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122373430.6U CN215802240U (en) | 2021-09-28 | 2021-09-28 | House steel construction with resistance to deformation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215802240U true CN215802240U (en) | 2022-02-11 |
Family
ID=80167679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122373430.6U Expired - Fee Related CN215802240U (en) | 2021-09-28 | 2021-09-28 | House steel construction with resistance to deformation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215802240U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117536355A (en) * | 2024-01-09 | 2024-02-09 | 西南交通大学 | Anti-seismic connection structure for building structure |
-
2021
- 2021-09-28 CN CN202122373430.6U patent/CN215802240U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117536355A (en) * | 2024-01-09 | 2024-02-09 | 西南交通大学 | Anti-seismic connection structure for building structure |
| CN117536355B (en) * | 2024-01-09 | 2024-03-22 | 西南交通大学 | Anti-seismic connection structure for building structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN215802240U (en) | House steel construction with resistance to deformation | |
| CN201460242U (en) | Assembly jig frame with net rack structure | |
| CN205604510U (en) | Antidetonation steel construction | |
| CN204876695U (en) | Light section structure indirect air cooling tower of triangle -shaped unit check | |
| CN108360750B (en) | Novel frame structure beam end reinforcement structure and design method thereof | |
| CN207469504U (en) | The superpower anti-buckling support of full steel structure | |
| CN216689764U (en) | Anti-seismic steel structure factory building framework | |
| CN116054691A (en) | Flexible cable type photovoltaic support system | |
| CN202689585U (en) | Ground fitting up assembly mould of large steel truss | |
| CN212954025U (en) | Detachable tower crane sleeve frame | |
| CN212001632U (en) | Assembled square steel pipe column-H shaped steel roof beam connected node | |
| CN212866332U (en) | Steel construction factory building | |
| CN212201426U (en) | Building steel structure supporting beam | |
| CN205476407U (en) | Building construction beam frame | |
| CN217216411U (en) | Flexible photovoltaic support of large-span | |
| CN220686410U (en) | Shear wall structure based on gravity energy storage device | |
| CN215630796U (en) | Green assembled supporting beam for building with shock resistance | |
| CN210395634U (en) | House building steel frame construction | |
| CN211949132U (en) | Tower crown structure | |
| CN213234414U (en) | But height-adjusting's sunshine room supporting steel construction | |
| CN219227495U (en) | Prevent photovoltaic board that shelters from | |
| CN214738223U (en) | Transmission line guyed tower foundation structure | |
| CN220058299U (en) | Steel structure skeleton for three-dimensional parking lot | |
| CN214674985U (en) | Novel photovoltaic support is fixed to single stand | |
| CN218881707U (en) | Outer support system of old house structure outer wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220211 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |