CN204940602U - For the T-shaped steel flanged beam steel pipe column compound wall of steel house - Google Patents
For the T-shaped steel flanged beam steel pipe column compound wall of steel house Download PDFInfo
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- CN204940602U CN204940602U CN201520616727.2U CN201520616727U CN204940602U CN 204940602 U CN204940602 U CN 204940602U CN 201520616727 U CN201520616727 U CN 201520616727U CN 204940602 U CN204940602 U CN 204940602U
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- limb
- steel
- reinforcing prop
- pipe column
- compound wall
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Abstract
The utility model provides a kind of T-shaped steel flanged beam steel pipe column compound wall for steel house, comprise node post and be connected to node Zhu tri-road and connect limb, three roads connect limb and extend and then formation T-shaped structure to three directions from node post respectively, each connection limb comprises: reinforcing prop, is positioned at and connects the outward extending end of limb and width is equal to node post; At least two blocks of limb plates, are fixed between node post and reinforcing prop along the external surface of reinforcing prop and then are formed respectively and treat casting space.The utility model solves the problem that existing housing construction inner cylinder destroys interior space globality and applicability, and improves the construction quality of steel house construction further.
Description
Technical field
The utility model relates to a kind of steel flanged beam steel pipe column compound wall, is specifically related to a kind of T-shaped steel flanged beam steel pipe column compound wall for 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.
At present, multi and tall steel building housing construction often adopts steel core concrete column, as Fig. 1 to Fig. 3, 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 that the junction of structural beams or filled wall 4' has a cylinder is stretched 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 T-shaped steel flanged beam steel pipe column compound wall for steel house is now provided, to solve the problem that existing housing construction inner cylinder destroys interior space globality and applicability, and improve the construction quality of steel house construction further.
For achieving the above object, a kind of T-shaped steel flanged beam steel pipe column compound wall for steel house is provided, comprise node post and be connected to node Zhu tri-road and connect limb, three roads connect limb and extend and then formation T-shaped structure to three directions from node post respectively, connect the outward extending end of limb to be used for being connected with steel structure girder, each connection limb comprises:
Reinforcing prop, is positioned at the connection outward extending end of limb and width is equal to node post;
At least two blocks of limb plates, are welded between node post and reinforcing prop along the external surface of reinforcing prop and then are formed respectively and treat casting space.
The beneficial effect of the utility model T-shaped steel flanged beam steel pipe column compound wall is,
Be connected limb by three roads wide with node post and then form steel flanged beam compound wall, after being connected with steel structure girder, the compound wall doors structure formed occurs not having the situation destroying space.
Preferably, between the adjacent two blocks of limb plates in each connection limb, septal branch is provided with dividing plate, and then in treating that in casting space, isolation forms multiple room to be built.
Preferably, steel structure girder is welded to connect in described reinforcing prop.
Preferably, node post and reinforcing prop are square bar tubing string.
Preferably, limb plate is steel sheet and is welded between node post and reinforcing prop.
Accompanying drawing explanation
Fig. 1 is the plane structure schematic diagram of corner in existing steel building;
Fig. 2 is the plane structure schematic diagram at abutment wall place in existing steel building;
Fig. 3 is the plane structure schematic diagram at its middle walls place of existing steel building;
Fig. 4 is the plane structure schematic diagram of the utility model for the T-shaped steel flanged beam steel pipe column compound wall of steel house;
Fig. 5 is the facade structures schematic diagram corresponding to A-A cross section in Fig. 4;
Fig. 6 is the facade structures schematic diagram corresponding to B-B cross section in Fig. 4.
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.
With reference to shown in Fig. 4, the utility model provides a kind of T-shaped steel flanged beam steel pipe column compound wall for steel house, comprise node post 1 and be connected to three roads connection limbs 10 of node post 1, three roads connect limb 10 and extend respectively to three directions from node post 1, and then form the steel flanged beam steel pipe column compound wall of T-shaped, connect the outward extending end of limb 10 to be used for being connected with steel structure girder 2, each connection limb 10 comprises: reinforcing prop 3, is positioned to connect the outward extending left and right end portions of limb 10 and bottom and width is equal to node post 1; At least two blocks of limb plates 4, are welded between node post 1 and reinforcing prop 3 along the external surface of reinforcing prop 3 and then are formed respectively and treat casting space 5.
Wherein, comparatively preferably, node post 1 and reinforcing prop 3 are square bar tubing string, and steel structure girder 2 is H profile steel beam, and limb plate 4 is comparatively steel sheet.
With reference to Fig. 5, for corresponding to the facade structures schematic diagram in A-A cross section in Fig. 4.With reference to Fig. 6, for corresponding to the facade structures schematic diagram in B-B cross section in Fig. 4.
Shown in composition graphs 5 and Fig. 6, particularly, for being satisfied with the structural strength of the connection limb 10 of different length, between adjacent two blocks of limb plates 4 in each connection limb 10, septal branch is provided with one piece or two pieces of dividing plates 6, and then in treating that in casting space 5, isolation forms two or three rooms to be built, the depth-width ratio of each room to be built is no more than 1:2.With this, increase the structural strength of whole compound wall.
Install by said structure feature and connect, to form a complete T-shaped framework.The concreting that (comprises node post 1) again in shaped pile frame, and then form steel flanged beam steel pipe column compound wall.Again outward extending to steel structure girder 2 and its end is connected, with this, solves the problem that cylinder destroys interior space globality.
After completing above-mentioned implementation process, following characteristics of the present utility model should be reflected:
Overall structure is simple, draws materials conveniently, and each component constructability is installed and connected, and forms the connection limb equal with node width by reinforcing prop, and then solves the problem that cylinder destroys indoor globality, its successful.
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 (5)
1. the T-shaped steel flanged beam steel pipe column compound wall for steel house, it is characterized in that, comprise node post and be connected to described node Zhu tri-road and connect limb, connect limb described in three roads to extend and then formation T-shaped structure to three directions from described node post respectively, the described outward extending end of connection limb is used for being connected with steel structure girder, and each described connection limb comprises:
Reinforcing prop, is positioned at the described outward extending end of connection limb and width is equal to described node post;
At least two blocks of limb plates, are fixed between described node post and described reinforcing prop along the external surface of described reinforcing prop and then are formed respectively and treat casting space.
2. T-shaped steel flanged beam steel pipe column compound wall according to claim 1, is characterized in that,
Between adjacent two blocks of described limb plates in each described connection limb, septal branch is provided with dividing plate, and then treats that in casting space, isolation forms multiple room to be built in described.
3. T-shaped steel flanged beam steel pipe column compound wall according to claim 2, is characterized in that,
Described steel structure girder is welded to connect in described reinforcing prop.
4. T-shaped steel flanged beam steel pipe column compound wall according to claim 3, is characterized in that,
Described node post and described reinforcing prop are square bar tubing string.
5. T-shaped steel flanged beam steel pipe column compound wall according to claim 4, is characterized in that,
Described limb plate is steel sheet and is welded between described node post and described reinforcing prop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520616727.2U CN204940602U (en) | 2015-08-17 | 2015-08-17 | For the T-shaped steel flanged beam steel pipe column compound wall of steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520616727.2U CN204940602U (en) | 2015-08-17 | 2015-08-17 | For the T-shaped steel flanged beam steel pipe column compound wall of steel house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204940602U true CN204940602U (en) | 2016-01-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520616727.2U Expired - Fee Related CN204940602U (en) | 2015-08-17 | 2015-08-17 | For the T-shaped steel flanged beam steel pipe column compound wall of steel house |
Country Status (1)
| Country | Link |
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| CN (1) | CN204940602U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN105672534A (en) * | 2016-01-23 | 2016-06-15 | 合肥工业大学 | Plug welding type double-steel plate composite shear wall |
| CN105863082A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | T-shaped through clapboard-type multi-chamber concrete filled steel tube combination column and steel beam joint and assembly method thereof |
| CN106121049A (en) * | 2016-08-22 | 2016-11-16 | 合肥工业大学 | Compound shear wall is connected energy dissipation node and preparation method thereof with steel bar girder combination beam |
-
2015
- 2015-08-17 CN CN201520616727.2U patent/CN204940602U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN105672534A (en) * | 2016-01-23 | 2016-06-15 | 合肥工业大学 | Plug welding type double-steel plate composite shear wall |
| CN105863082A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | T-shaped through clapboard-type multi-chamber concrete filled steel tube combination column and steel beam joint and assembly method thereof |
| CN106121049A (en) * | 2016-08-22 | 2016-11-16 | 合肥工业大学 | Compound shear wall is connected energy dissipation node and preparation method thereof with steel bar girder combination beam |
| CN106121049B (en) * | 2016-08-22 | 2019-04-30 | 合肥工业大学 | Compound shear wall connect energy dissipation node and preparation method thereof with steel bar girder combination beam |
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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 |