CN204940524U - For the L shape accentric support lattice steel pipe column compound wall of steel house - Google Patents
For the L shape accentric support lattice steel pipe column compound wall of steel house Download PDFInfo
- Publication number
- CN204940524U CN204940524U CN201520616508.4U CN201520616508U CN204940524U CN 204940524 U CN204940524 U CN 204940524U CN 201520616508 U CN201520616508 U CN 201520616508U CN 204940524 U CN204940524 U CN 204940524U
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- tie
- wall
- link
- pipe column
- steel pipe
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Abstract
The utility model provides a kind of L shape accentric support lattice steel pipe column compound wall for steel house, steel house has multiple structural beams, L shape accentric support lattice steel pipe column compound wall comprises node post and the dark wall of twice, the dark wall of twice extends along orthogonal two structural beams directions from node post respectively, structural beams is connected to the outward extending end of dark wall, the dark wall of per pass comprises: reinforcing prop, is positioned at the outward extending end of dark wall; Be positioned at least the first tie-beam and second tie-beam of differing heights, the two ends of the first tie-beam and the second tie-beam are connected to reinforcing prop and node post; Bearing diagonal, comprise the first link and the second link, the first link is connected to the intersection point of the first tie-beam and node post, and the second link is connected to the intersection point of the second tie-beam and reinforcing prop.The utility model solves the problem that existing housing construction inner cylinder destroys interior space globality and applicability.
Description
Technical field
The utility model relates to a kind of lattice steel pipe column compound wall, is specifically related to a kind of L shape accentric support lattice steel pipe column compound wall being specially adapted to steel house.
Background technology
Under the extensive dwelling construction pattern of China's tradition, dwelling construction is high to artificial degree of dependence, and energy resource utilization ratio is low, and causes serious environment pollution, defines the reversed transmission of the pressure for easing monetary condition of housing industrialization and green residence building to a certain extent.Meanwhile, China's steel industry production capacity is seriously superfluous, and interior price of steel product will be hovered at low level for a long time in future.Thus, multi and tall steel building house arises at the historic moment.
Particularly, as Fig. 5 to Fig. 6, in the position of the different bodies of wall of steel house, because the cross sectional dimensions of its structural column 1' is larger, the angle 0' that the junction of structural beams or body of wall 9' has a cylinder stretches in room, thus destroys globality and the applicability of the interior space.
Utility model content
For overcoming the defect existing for prior art, a kind of L shape accentric support lattice steel pipe column compound wall for steel house is now provided, improve the performance requirement and structural specifications that match with steel structure of housing, to solve the problem that existing housing construction inner cylinder destroys interior space globality and applicability, improve the assembling degree of body of wall, form the body of wall product and the link technique that meet industrialized requirement.
For achieving the above object, a kind of L shape accentric support lattice steel pipe column compound wall for steel house is provided, steel house has multiple structural beams, L shape accentric support lattice steel pipe column compound wall comprises and is positioned at structural beams and crosses the node post of position and the dark wall of twice, the dark wall of twice extends along orthogonal two structural beams directions from node post respectively, structural beams is connected to the outward extending end of dark wall, and the dark wall of per pass comprises:
Reinforcing prop, is positioned at the outward extending end of dark wall;
Be positioned at least the first tie-beam and second tie-beam of differing heights, the two ends of the first tie-beam and the second tie-beam are connected to reinforcing prop and node post;
Bearing diagonal, comprise the first link and the second link, the first link is connected to the intersection point of the first tie-beam and node post, and the second link is connected to the intersection point of the second tie-beam and reinforcing prop;
Bottom wing listrium along the first tie-beam length direction and center line along reinforcing prop length direction extend and are intersected in first nodal point;
Top flange plate along the second tie-beam length direction and center line along node column length direction extend and are intersected in the second central point;
Center line along bearing diagonal length direction is intersected in first nodal point from the first link prolongation;
Center line along bearing diagonal length direction is intersected in the second central point from the second link prolongation.
The beneficial effect that the utility model is used for the L shape accentric support lattice steel pipe column compound wall of steel house is,
Form trussed construction by node post, reinforcing prop and bearing diagonal, substitute existing structural column and be connected with beam, thus form dark wall compound wall, while the requirement of strength meeting beam-column connection position, structural column can be avoided again to protrude from indoor.
Preferably, bearing diagonal has multiple, and adjacent two bearing diagonals being positioned at differing heights are parallel to each other.
Preferably, bearing diagonal has multiple, and adjacent two bearing diagonals being positioned at differing heights intersect mutually.
Preferably, node post and reinforcing prop are square bar tubing string and inner concreting, and the first tie-beam, the second tie-beam and structural beams are i beam.
Accompanying drawing explanation
Fig. 1 is the perspective view of the utility model for the first embodiment in the L shape accentric support lattice steel pipe column compound wall of steel house;
Fig. 2 is the plane structure schematic diagram corresponding to Fig. 1;
Fig. 3 is the partial enlargement structural representation corresponding to A-A cross section in Fig. 2;
Fig. 4 is the side structure schematic diagram of the second embodiment on Fig. 3 basis;
Fig. 5 is the plane structure schematic diagram of existing housing construction corner;
Fig. 6 is the plane structure schematic diagram at existing housing construction abutment wall place.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
Embodiment one:
With reference to Fig. 1, for the utility model is used for the perspective view of the first embodiment in the L shape accentric support lattice steel pipe column compound wall of steel house.With reference to Fig. 2, for corresponding to the plane structure schematic diagram of Fig. 1.
Shown in composition graphs 1 and Fig. 2, the utility model provides a kind of L shape accentric support lattice steel pipe column compound wall for steel house, there are in steel house the multiple structural beams 2 being positioned at differing heights, L shape accentric support lattice steel pipe column compound wall comprises and is positioned at structural beams 2 and crosses the node post 1 of position and the dark wall 9 of twice, the dark wall of twice 9 extends along orthogonal two structural beams 2 directions from node post 1 respectively, two root architecture beams 2 are connected to the dark outward extending end of wall 9, and then form L shape compound wall structure, wherein, each dark wall 9 comprises: reinforcing prop 3, be positioned at the dark outward extending end of wall 9 and width is equal to node post 1, be positioned at differing heights and at least the first tie-beam 5 and the second tie-beam 5 ' be parallel to each other, second tie-beam 5 ' is positioned under the first tie-beam 5, and the two ends of the first tie-beam 5 and the second tie-beam 5 ' are connected to reinforcing prop 3 and are less than or equal to node post 1 with node post 1 and width, many bearing diagonals 6, comprise the first link and the second link, and the first link is connected to the intersection point of reinforcing prop 3 and the first tie-beam 5, and the second link is connected to the intersection point of node post 1 and the second tie-beam 5 '.Certainly, also the first link can be connected to the intersection point of node post 1 and the first tie-beam 5, the second link be connected to the intersection point of reinforcing prop 3 and the second tie-beam 5 '.
As shown in Figure 2, comparatively preferably, node post 1 and reinforcing prop 3 are square bar tubing string and inner concreting, and the first tie-beam 5, second tie-beam 5 ' and structural beams 2 are i beam.
In addition, the first reinforcement sleeve can be added further to the position of differing heights structural beams 2 corresponding on node post 1, second reinforcement sleeve is added to the position of the corresponding differing heights structural beams 2 of reinforcing prop 3, structural beams 2 is welded to connect and strengthens sleeve in second, first tie-beam 5 and the second tie-beam 5 ' are welded to connect to be strengthened between sleeve in the first reinforcement sleeve and second, with this, increase bonding strength.
As shown in Figure 3, particularly, bottom wing listrium along the first tie-beam 5 length direction and center line along reinforcing prop 3 length direction extend and are intersected in first nodal point, top flange plate along the second tie-beam 5 ' length direction and center line along node post 1 length direction extend and are intersected in the second central point, center line along bearing diagonal 6 length direction is intersected in first nodal point from the first link prolongation, center line along bearing diagonal 6 length direction is intersected in the second central point from the second link prolongation, makes structural strength better.Wherein, adjacent two bearing diagonals 6 being positioned at differing heights intersect mutually.
Embodiment two:
With reference to shown in Fig. 4, on the basis of embodiment one, the difference of the present embodiment is, adjacent two bearing diagonals 6 being positioned at differing heights are parallel to each other.Other structures are basic identical with embodiment one, and thus no longer this adds to repeat.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (4)
1. the L shape accentric support lattice steel pipe column compound wall for steel house, described steel house has multiple structural beams, it is characterized in that, described L shape accentric support lattice steel pipe column compound wall comprises and is positioned at described structural beams and crosses the node post of position and the dark wall of twice, dark wall described in twice extends along orthogonal two described structural beams directions from described node post respectively, described structural beams is connected to the described outward extending end of dark wall, and described in per pass, dark wall comprises:
Reinforcing prop, is positioned at the described outward extending end of dark wall;
Be positioned at least the first tie-beam and second tie-beam of differing heights, the two ends of described first tie-beam and described second tie-beam are connected to described reinforcing prop and described node post;
Bearing diagonal, comprises the first link and the second link, and described first link is connected to the intersection point of described first tie-beam and described node post, and described second link is connected to the intersection point of described second tie-beam and described reinforcing prop;
Bottom wing listrium along described first tie-beam length direction and center line along described reinforcing prop length direction extend and are intersected in first nodal point;
Top flange plate along described second tie-beam length direction and center line along described node column length direction extend and are intersected in the second central point;
Center line along described bearing diagonal length direction is intersected in described first nodal point from described first link prolongation;
Center line along described bearing diagonal length direction is intersected in described second central point from described second link prolongation.
2. L shape accentric support lattice steel pipe column compound wall according to claim 1, it is characterized in that, described bearing diagonal has multiple, and adjacent two the described bearing diagonals being positioned at differing heights are parallel to each other.
3. L shape accentric support lattice steel pipe column compound wall according to claim 1, it is characterized in that, described bearing diagonal has multiple, and adjacent two the described bearing diagonals being positioned at differing heights intersect mutually.
4. L shape accentric support lattice steel pipe column compound wall as claimed in any of claims 1 to 3, it is characterized in that, described node post and described reinforcing prop are square bar tubing string and inner concreting, and described first tie-beam, described second tie-beam and described structural beams are i beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520616508.4U CN204940524U (en) | 2015-08-17 | 2015-08-17 | For the L shape accentric support lattice steel pipe column compound wall of steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520616508.4U CN204940524U (en) | 2015-08-17 | 2015-08-17 | For the L shape accentric support lattice steel pipe column compound wall of steel house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940524U true CN204940524U (en) | 2016-01-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520616508.4U Expired - Fee Related CN204940524U (en) | 2015-08-17 | 2015-08-17 | For the L shape accentric support lattice steel pipe column compound wall of steel house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204940524U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558609A (en) * | 2017-09-08 | 2018-01-09 | 中国建筑第八工程局有限公司 | Rice font stiffness rod structure and its construction method |
| CN113756430A (en) * | 2020-06-06 | 2021-12-07 | 谢英俊 | Light steel frame structure composed of double-side beams and provided with reinforcing measures |
-
2015
- 2015-08-17 CN CN201520616508.4U patent/CN204940524U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107558609A (en) * | 2017-09-08 | 2018-01-09 | 中国建筑第八工程局有限公司 | Rice font stiffness rod structure and its construction method |
| CN107558609B (en) * | 2017-09-08 | 2020-08-04 | 中国建筑第八工程局有限公司 | Mi-shaped stiff column structure and construction method thereof |
| CN113756430A (en) * | 2020-06-06 | 2021-12-07 | 谢英俊 | Light steel frame structure composed of double-side beams and provided with reinforcing measures |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Qiang Inventor after: Miao Dongmei Inventor after: Ma Rongquan Inventor after: Liang Jianjun Inventor after: Dong Jiyong Inventor after: Feng Guojun Inventor after: Sun Xuefeng Inventor after: Wang Hao Inventor after: Ge Jie Inventor before: Li Qiang Inventor before: Miao Dongmei Inventor before: Ma Rongquan Inventor before: Liang Jianjun Inventor before: Dong Jiyong Inventor before: Feng Guojun Inventor before: Sun Xuefeng Inventor before: Wang Hao Inventor before: Ge Jie |
|
| COR | Change of bibliographic data | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160106 Termination date: 20210817 |