CN208486446U - A kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building - Google Patents
A kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building Download PDFInfo
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- CN208486446U CN208486446U CN201820844584.4U CN201820844584U CN208486446U CN 208486446 U CN208486446 U CN 208486446U CN 201820844584 U CN201820844584 U CN 201820844584U CN 208486446 U CN208486446 U CN 208486446U
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Abstract
The utility model discloses a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members columns for building, it is related to assembling type steel structure technical field of buildings, the hardened structure in top flange plate and lower flange is identical and is arranged in parallel, and it is connected with steel-tube construction column, its middle part is in rectangle, two long sides of top flange plate and two short sides extend outwardly respectively sets weak axial bracket and upper strong axial bracket, two long sides of bottom wing listrium and two short sides extend outwardly respectively sets weak axial bracket and lower strong axial bracket, and bracket web is welded between top flange plate and bottom wing listrium.Steel-tube construction column is broken as three sections in node region by the utility model, setting top flange plate and bottom wing listrium are penetrated through respectively in two gaps, and bracket web is set between top flange plate and bottom wing listrium, realize the dispersion of stress, excellent in mechanical performance, the generally flat rod structure of structural column, it is easy to hide column, it solves the problems, such as indoor dew pillar, improves the practical efficiency of construction area, improve living environment.
Description
Technical field
The utility model relates to assembling type steel structure technical field of buildings, and in particular to one kind is built for assembling type steel structure
The structural column built.
Background technique
Assembling type steel structure building is that the novel building system of one kind uses steel for traditional concrete construction
Plate or fashioned iron are instead of armored concrete, and intensity is higher, and shock resistance is more preferable, and since component can be made with batch production, scene peace
Dress, greatly improves construction efficiency.In recent years, assembling type steel structure architectural development is rapid, be widely used in industrial building and
In civil buildings.
Housing building of steel-structure is one of most common steel building, is needed with fast, adaptation urbanization of constructing excellent
Gesture is widely used.But current steel house there is technical issues that pillar, produce biggish shadow to its functionality
It rings.Pillar head beam occupies the interior space, wastes construction area, is affected to putting for furniture, meanwhile, in structural system
On, overall structure carrying mechanical property is unreliable, processing technology thereof is complicated, engineering cost is high.
Utility model content
The utility model provides a kind of assembled steel precisely in order to avoid above-mentioned existing deficiencies in the technology
The through bracket finished product concrete filled rectangular steel tube members column of structural construction.
The present invention adopts the following technical scheme that a kind of assembling type steel structure through bracket for building in order to solve the technical problem
Finished product concrete filled rectangular steel tube members column, top flange plate and bottom wing listrium are arranged in parallel, and finished product concrete filled rectangular steel tube members column is truncated into three sections, and
It is connected with the steel-tube construction column, the spacing of the top flange plate and the bottom wing listrium corresponds to the setting of H profile steel depth of beam；Institute
It is identical with the hardened structure in the lower flange to state top flange plate, middle part is in rectangle, two long sides of the top flange plate and two short sides point
Do not extend outwardly and set weak axial bracket and upper strong axial bracket, two long sides of the bottom wing listrium and two short side difference are outside
Weak axial bracket and lower strong axial bracket are set in extension, the upper weak axial bracket and it is corresponding under weak axial bracket and it is described on
Vertical welding bracket web between strong axial direction bracket and corresponding lower strong axial bracket.
Further, the section rectangular frame-shaped structure of the steel-tube construction column, the steel-tube construction column by length-width ratio not
Steel plate cold bending welding fabrication greater than 3:1.
It further, is rectangular box-like structure outside the steel-tube construction column, set parallel with width direction of middle part runs through
The punching plate of vertical direction, the section of the steel-tube construction column are in day type, are the steel plate of C-type steel and one by two cold roll formings
Vertically communicated diaphragm plate welding fabrication.
Further, square hole is set in the middle part of the top flange plate and the bottom wing listrium, the punching plate passes through the square hole
Setting.
Further, the upper strong axial bracket and the lower strong axial bracket and the top flange plate and the lower flange
Rectangular configuration is integrally formed in the middle part of plate, the upper weak axial bracket and it is described under weak axial bracket and the top flange plate and described
Rectangular configuration is integrally formed or is welded to connect and forms weld seam in the middle part of bottom wing listrium.
Further, the upper strong axial bracket and the lower strong axial bracket successively decrease trapezoidal in rectangle or width,
Maximum width is less than or equal to the width of rectangular configuration in the middle part of the top flange plate and the bottom wing listrium.
Further, two air holes are symmetrically set in the rectangular configuration in the middle part of the top flange plate and the bottom wing listrium.
Further, the top flange plate and the bottom wing listrium connect and are formed with the steel-tube construction column integral solder
First-order weld.
The utility model provides a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building, tool
Have following
The utility model has the advantages that
1, steel-tube construction column is broken as three sections in node region, in two gaps respectively penetrate through setting top flange plate and
Bottom wing listrium, and bracket web is set between top flange plate and bottom wing listrium, realize the dispersion of stress, excellent in mechanical performance；
2, the generally flat rod structure of structural column, is easy to hide column, solves the problems, such as indoor dew pillar, improves construction area
Practical efficiency improves living environment；
3, processing technology is easy, is suitable for assembling type steel structure residential housing, greatly reduces building cost, has good
Use value.
Detailed description of the invention
Fig. 1 is the section structure diagram of the utility model；
Fig. 2 is the side view of the utility model；
Fig. 3 is the cross-section diagram of the first structure of the utility model steel-tube construction column；
Fig. 4 is the cross-section diagram of second of structure of the utility model steel-tube construction column；
Fig. 5 is the top view of the first structure of the utility model top flange plate and the bottom wing listrium；
Fig. 6 is the top view of the utility model top flange plate and described second of structure of bottom wing listrium；
Fig. 7 is the top view of the third structure of the utility model top flange plate and the bottom wing listrium；
Fig. 8 is the top view of the 4th kind of structure of the utility model top flange plate and the bottom wing listrium；
Fig. 9 is the top view of the 5th kind of structure of the utility model top flange plate and the bottom wing listrium.
In figure:
1, steel-tube construction column, 11, punching plate；21, top flange plate, 211, upper weak axial bracket, 212, upper strong axial bracket；
22, bottom wing listrium, 221, under weak axial bracket, 222, lower strong axial bracket；23, bracket web, 24, air hole, 25, weld seam；
3, first-order weld.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described implementation
Example is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, this field
Those of ordinary skill's every other embodiment obtained without creative efforts, belongs to the utility model
The range of protection.
As shown in FIG. 1 to FIG. 9, structural relation are as follows: top flange plate 21 and bottom wing listrium 22 are arranged in parallel, by finished product rectangle
Steel-tube construction column 1 is truncated into three sections, and is connected with steel-tube construction column 1, and the spacing of top flange plate 21 and bottom wing listrium 22 corresponds to H profile steel
Depth of beam setting；Top flange plate 21 is identical with 22 structure of bottom wing listrium, and middle part is in rectangle, 21 two long sides of top flange plate and two
A short side extends outwardly respectively sets weak axial bracket 211 and upper strong axial bracket 212,22 two long sides of bottom wing listrium and two
Short side extends outwardly respectively sets weak axial bracket 221 and lower strong axial bracket 222, upper weak axial bracket 211 and it is corresponding under
Vertical welding bracket web 23 between weak axial direction bracket 221 and upper strong axial bracket 212 and corresponding lower strong axial bracket 222.
Preferably, the section rectangular frame-shaped structure of steel-tube construction column 1, steel-tube construction column 1 is by length-width ratio no more than 3:1's
Steel plate cold bending welding fabrication.
It preferably, is rectangular box-like structure outside steel-tube construction column 1, set parallel with width direction of middle part runs through vertical side
To punching plate 11, the section of steel-tube construction column 1 is in day type, is vertically passed through by steel plate and one that two cold roll formings are C-type steel
Logical diaphragm plate welding fabrication.
Preferably, square hole is set in the middle part of top flange plate 21 and bottom wing listrium 22, punching plate 11 is arranged across square hole.
Preferably, upper strong axial bracket 212 and lower strong axial bracket 222 and 22 middle part square of top flange plate 21 and bottom wing listrium
The molding of shape structural integrity, upper weak axial bracket 211 and under weak axial bracket 221 and 22 middle part square of top flange plate 21 and bottom wing listrium
Shape structural integrity forms or is welded to connect and forms weld seam 25.
Preferably, upper strong axial bracket 212 and lower strong axial bracket 222 successively decrease trapezoidal in rectangle or width, maximum
Width is less than or equal to the width of 22 middle part rectangular configuration of top flange plate 21 and bottom wing listrium.
Preferably, two air holes 24 are symmetrically set in the rectangular configuration at 22 middle part of top flange plate 21 and bottom wing listrium.
Preferably, top flange plate 21 and bottom wing listrium 22 connect with 1 integral solder of steel-tube construction column and form first-order weld
3。
When practice of construction, mostly use three layer heights as a building unit.Production unit lower end is that steel-tube construction column 1 is cut
Face, upper end are ended to top flange plate 21.When two adjacent production units are installed, the production unit being located above is lifted, is made
Behind 1 section of steel-tube construction column of its lower end and 21 relative positioning of top flange plate of underlying production unit upper end, by the two
It is welded with first-order weld.Multiple production units are successively welded with identical form of construction work and complete construction.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
Above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations；Although referring to aforementioned reality
Example is applied the utility model is described in detail, those skilled in the art should understand that: it still can be to preceding
Technical solution documented by each embodiment is stated to modify or equivalent replacement of some of the technical features；And these
It modifies or replaces, the spirit and model of various embodiments of the utility model technical solution that it does not separate the essence of the corresponding technical solution
It encloses.
Claims (8)
1. a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building, it is characterised in that: top flange plate
(21) be arranged in parallel with bottom wing listrium (22), finished product concrete filled rectangular steel tube members column (1) be truncated into three sections, and with the steel-tube construction column
(1) it is connected, the top flange plate (21) corresponds to the setting of H profile steel depth of beam with the spacing of the bottom wing listrium (22)；On described
Flange plate (21) is identical with bottom wing listrium (22) structure, and middle part is in rectangle, (21) two long sides and two of the top flange plate
A short side extends outwardly respectively sets weak axial bracket (211) and upper strong axial bracket (212), the bottom wing listrium (22) two
Long side and two short sides extend outwardly respectively sets weak axial bracket (221) and lower strong axial bracket (222), the upper weak axial direction
Bracket (211) and it is corresponding under weak axial bracket (221) and the upper strong axial bracket (212) and corresponding lower strong axial direction bracket
(222) vertical welding bracket web (23) between.
2. a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building according to claim 1,
It is characterized by: the section rectangular frame-shaped structure of the steel-tube construction column (1), the steel-tube construction column (1) by length-width ratio not
Steel plate cold bending welding fabrication greater than 3:1.
3. a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building according to claim 1,
It is characterized by: being rectangular box-like structure outside the steel-tube construction column (1), set parallel with width direction of middle part is run through vertically
The punching plate (11) in direction, the section of the steel-tube construction column (1) are in day type, by steel plate that two cold roll formings are C-type steel and
One vertically communicated diaphragm plate welding fabrication.
4. a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building according to claim 3,
It is characterized by: setting square hole in the middle part of the top flange plate (21) and the bottom wing listrium (22), the punching plate (11) passes through institute
State square hole setting.
5. according to a kind of described in any item assembling type steel structure through bracket finished product rectangle steels for building of claim 2~4
Pipe structural column, it is characterised in that: the upper strong axial bracket (212) and the lower strong axial bracket (222) and the top flange
Rectangular configuration is integrally formed in the middle part of plate (21) and the bottom wing listrium (22), the upper weak axial bracket (211) and it is described under it is weak
Rectangular configuration is integrally formed in the middle part of axial bracket (221) and the top flange plate (21) and the bottom wing listrium (22) or welding connects
It connects and forms weld seam (25).
6. according to a kind of described in any item assembling type steel structure through bracket finished product rectangle steels for building of claim 2~4
Pipe structural column, it is characterised in that: the upper strong axial bracket (212) and the lower strong axial bracket (222) are in rectangle or width
That successively decreases is trapezoidal, and maximum width is less than or equal to rectangular configuration in the middle part of the top flange plate (21) and the bottom wing listrium (22)
Width.
7. a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building according to claim 1,
It is characterized by: symmetrically setting two air holes in rectangular configuration in the middle part of the top flange plate (21) and the bottom wing listrium (22)
(24)。
8. a kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building according to claim 1,
It is characterized by: the top flange plate (21) and the bottom wing listrium (22) are connect with steel-tube construction column (1) integral solder
And form first-order weld (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820844584.4U CN208486446U (en) | 2018-06-01 | 2018-06-01 | A kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820844584.4U CN208486446U (en) | 2018-06-01 | 2018-06-01 | A kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208486446U true CN208486446U (en) | 2019-02-12 |
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ID=65250521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820844584.4U Active CN208486446U (en) | 2018-06-01 | 2018-06-01 | A kind of assembling type steel structure through bracket finished product concrete filled rectangular steel tube members column for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208486446U (en) |
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2018
- 2018-06-01 CN CN201820844584.4U patent/CN208486446U/en active Active
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