CN205224342U - Lattice formula steel -pipe column faced wall structure house - Google Patents
Lattice formula steel -pipe column faced wall structure house Download PDFInfo
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- CN205224342U CN205224342U CN201520979380.8U CN201520979380U CN205224342U CN 205224342 U CN205224342 U CN 205224342U CN 201520979380 U CN201520979380 U CN 201520979380U CN 205224342 U CN205224342 U CN 205224342U
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- pipe column
- wall structure
- length direction
- structural beams
- steel pipe
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Abstract
The utility model provides a lattice formula steel -pipe column faced wall structure house, this lattice formula steel -pipe column faced wall structure house includes the pile foundation, locate the shear wall structure in the pile foundation and connect the structure roof beam between adjacent shear wall structure, wherein, the shear wall structure is lattice formula steel -pipe column faced wall, lattice formula steel -pipe column faced wall is including being located structure roof beam cross the node post of position and the connection limb that extends from the node post respectively to structure roof beam direction, the structure roof beam is connected in connecting the outside tip that extends of limb. The utility model discloses wholeness and the suitability of space are further improved with a brand -new house structure system.
Description
Technical field
The utility model relates to a kind of steel house, is specifically related to a kind of lattice steel pipe column compound wall structure 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.
But the structure design of every aspect is still in the preliminary stage of fumbling in steel house.Specific design as basic unit and each typical floor upper beam and post syndeton is still to be modified.Particularly, as Fig. 1 and Fig. 2, 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 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 lattice steel pipe column compound wall structure house being now provided, improving globality and the applicability of architectural space with a kind of brand-new Housing Structure System further.
For achieving the above object, a kind of lattice steel pipe column compound wall structure house is provided, the structural beams that this lattice steel pipe column compound wall structure house comprises pile foundation, is located at the shear wall structure in pile foundation and is connected between adjacent shear wall structure, wherein, shear wall structure is lattice steel pipe column compound wall, lattice steel pipe column compound wall comprise be positioned at structural beams cross position node post and respectively from the connection limb that node post extends to structural beams direction, structural beams is connected to and connects the outward extending end of limb, and per pass connects limb and comprises:
Reinforcing prop, is positioned at and connects the outward extending end of limb;
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 beneficial effect of the utility model steel house is,
The lattice compound wall of trussed construction is formed by node post, reinforcing prop and bearing diagonal, using as the shear wall structure at house, thus the type of attachment of the concrete column substituted in existing house and beam, both the bonding strength requirement of beam-column connection position had been met, turn avoid cylinder and protrude from indoor, and then improve globality and the applicability of architectural space.
Preferably, the bottom wing listrium along the first tie-beam length direction is intersected in first nodal point with extending along the center line of reinforcing prop length direction; 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.
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, structural beams comprises the first structural beams and the second structural beams that are positioned at differing heights, be provided with oblique pull between adjacent two lattice steel pipe column compound walls to support, the first end that oblique pull supports is connected to the intersection point of the first structural beams and reinforcing prop, and the second end that oblique pull supports is connected to the middle part of the second structural beams.
Preferably, the center line along the first structural beams length direction is intersected in the first joint with extending along the center line of reinforcing prop length direction; Center line along the second structural beams length direction and center line along reinforcing prop length direction extend and are intersected in the second joint; Center line along oblique pull bearing length direction is intersected in the first joint from first end prolongation; Center line along oblique pull bearing length direction extends the mid point being intersected in the second structural beams from the second end.
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 plane structure schematic diagram of existing housing construction corner;
Fig. 2 is the plane structure schematic diagram at existing housing construction abutment wall place;
Fig. 3 is the plane structure schematic diagram of basal layer in the utility model lattice steel pipe column compound wall structure;
Fig. 4 is the plane structure schematic diagram of the utility model lattice steel pipe column compound wall structure Plays layer;
Fig. 5 is the plane structure schematic diagram of top layer in the utility model lattice steel pipe column compound wall structure;
Fig. 6 is the partial cross-section cross-sectional schematic of A-A in corresponding diagram 3;
Fig. 7 is the perspective view of the utility model lattice steel pipe column compound wall;
Fig. 8 is the plan cross-section structural representation of corresponding diagram 7;
Fig. 9 is the side structure schematic diagram in the utility model lattice steel pipe column compound wall structure between adjacent two lattice steel pipe column compound walls.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model is described, those skilled in the art the content disclosed by this manual can understand other advantages of the present utility model and effect easily.The utility model can also be implemented or be applied by detailed description of the invention different in addition, and the every details in this manual also can based on different viewpoints and application, carries out various modification or change not deviating under spirit of the present utility model.
Shown in composition graphs 3 to Fig. 5, the utility model provides a kind of lattice steel pipe column compound wall structure house, this lattice steel pipe column compound wall structure house comprises basal layer, typical floor and the top layer with structural beams 1, basal layer, typical floor and top layer are equipped with shear wall structure, this shear wall structure is lattice steel pipe column compound wall 100, is connected between adjacent lattice steel pipe column compound wall 100 by structural beams 1.
Wherein, shown in composition graphs 3 and Fig. 6, basal layer is respectively equipped with multiple pile foundation 9, and shear wall structure is located in pile foundation 9, and is interval with multiple pile body 90 for 9 times in each pile foundation, so that construction piling forms stable ground.Above-mentioned lattice steel pipe column compound wall 100 is then arranged in pile foundation 9.
Shown in composition graphs 7 to Fig. 8, particularly, the lattice steel pipe column compound wall 100 of above-mentioned every aspect comprise be positioned at structural beams 1 cross position node post 2 and respectively from the connection limb 3 that node post 2 extends to structural beams 1 direction, structural beams 1 is connected to and connects the outward extending end of limb 3, per pass connects limb 3 and comprises: reinforcing prop 4, is positioned at and connects the outward extending end of limb 3; The two ends of at least the first tie-beam 5 and the second tie-beam 6, first tie-beam 5 and the second tie-beam 6 that are positioned at differing heights are connected to reinforcing prop 4 and node post 2; Bearing diagonal 7, comprises the first link and the second link, and the first link is connected to the intersection point of the first tie-beam 5 and node post 2, and the second link is connected to the intersection point of the second tie-beam 6 and reinforcing prop 4.
Comparatively preferably, node post 2 and reinforcing prop 4 are square bar tubing string and inner concreting, and the first tie-beam 5, second tie-beam 6 and structural beams 1 are i beam.Bearing diagonal 7 has multiple, and adjacent two bearing diagonals 7 being positioned at differing heights are parallel to each other or intersect.
As shown in Figure 9, in more detail, the bottom wing listrium along the first tie-beam 5 length direction is intersected in first nodal point with extending along the center line of reinforcing prop 4 length direction; Top flange plate along the second tie-beam 6 length direction and center line along node post 2 length direction extend and are intersected in the second central point; Center line along bearing diagonal 7 length direction is intersected in first nodal point from the first link prolongation; Center line along bearing diagonal 7 length direction is intersected in the second central point from the second link prolongation.
Simultaneously, structural beams 1 comprises the first structural beams 10 and the second structural beams 12 being positioned at differing heights, be provided with oblique pull between the connection limb 3 of adjacent two lattice steel pipe column compound walls and support 8, the first end of oblique pull support 8 is connected to the intersection point of the first structural beams 10 and reinforcing prop 4, and the second end of oblique pull support 8 is connected to the middle part of the second structural beams 12.
In more detail, the center line along the first structural beams 10 length direction is intersected in the first joint with extending along the center line of reinforcing prop 4 length direction; Center line along the second structural beams 12 length direction and center line along reinforcing prop 4 length direction extend and are intersected in the second joint; The center line supporting 8 length directions along oblique pull is intersected in the first joint from first end prolongation; The center line supporting 8 length directions along oblique pull extends the mid point being intersected in the second structural beams 12 from the second end.
Formed a kind of brand-new system of steel residential structure with this, improved globality and the applicability of building house.
It should be noted that, structure, ratio, size etc. that this manual institute accompanying drawings illustrates, content all only in order to coordinate manual to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the utility model, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the utility model can produce and the object that can reach, still all should drop on technology contents that the utility model discloses and obtain in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the utility model.
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 (7)
1. a lattice steel pipe column compound wall structure house, it is characterized in that, described lattice steel pipe column compound wall structure house comprises pile foundation, be located at the shear wall structure in described pile foundation and be connected to the structural beams between adjacent described shear wall structure, wherein, described shear wall structure is lattice steel pipe column compound wall, described lattice steel pipe column compound wall comprise be positioned at described structural beams cross position node post and respectively from the connection limb that described node post extends to described structural beams direction, described structural beams is connected to the described outward extending end of connection limb, connect limb described in per pass to comprise:
Reinforcing prop, is positioned at the described outward extending end of connection limb;
Be positioned at 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.
2. lattice steel pipe column compound wall structure house according to claim 1, is characterized in that,
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.
3. lattice steel pipe column compound wall structure house according to claim 2, 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.
4. lattice steel pipe column compound wall structure house according to claim 2, is characterized in that,
Described bearing diagonal has multiple, and adjacent two the described bearing diagonals being positioned at differing heights intersect mutually.
5. lattice steel pipe column compound wall structure house according to claim 1, is characterized in that,
Described structural beams comprises the first structural beams and the second structural beams that are positioned at differing heights, be provided with oblique pull between adjacent described two described lattice steel pipe column compound walls to support, the first end that described oblique pull supports is connected to the intersection point of described first structural beams and described reinforcing prop, and the second end that described oblique pull supports is connected to the middle part of described second structural beams.
6. lattice steel pipe column compound wall structure house according to claim 5, is characterized in that,
Center line along described first structural beams length direction and center line along described reinforcing prop length direction extend and are intersected in the first joint;
Center line along described second structural beams length direction and center line along described reinforcing prop length direction extend and are intersected in the second joint;
Center line along described oblique pull bearing length direction is intersected in described first joint from described first end prolongation;
Center line along described oblique pull bearing length direction extends from described second end the mid point being intersected in described second structural beams.
7. the lattice steel pipe column compound wall structure house according to any one of claim 1 to 6, 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 |
|---|---|---|---|
| CN201520979380.8U CN205224342U (en) | 2015-12-01 | 2015-12-01 | Lattice formula steel -pipe column faced wall structure house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520979380.8U CN205224342U (en) | 2015-12-01 | 2015-12-01 | Lattice formula steel -pipe column faced wall structure house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205224342U true CN205224342U (en) | 2016-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520979380.8U Expired - Fee Related CN205224342U (en) | 2015-12-01 | 2015-12-01 | Lattice formula steel -pipe column faced wall structure house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205224342U (en) |
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2015
- 2015-12-01 CN CN201520979380.8U patent/CN205224342U/en not_active Expired - Fee Related
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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: 20160511 Termination date: 20201201 |