CN204174837U - Cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column - Google Patents
Cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column Download PDFInfo
- Publication number
- CN204174837U CN204174837U CN201420568720.3U CN201420568720U CN204174837U CN 204174837 U CN204174837 U CN 204174837U CN 201420568720 U CN201420568720 U CN 201420568720U CN 204174837 U CN204174837 U CN 204174837U
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- CN
- China
- Prior art keywords
- steel
- web
- wing
- concrete filled
- tube edge
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- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 197
- 239000010959 steel Substances 0.000 title claims abstract description 197
- 239000004567 concrete Substances 0.000 title claims abstract description 61
- 230000001413 cellular Effects 0.000 title claims abstract description 27
- 238000003466 welding Methods 0.000 claims abstract description 13
- 210000003414 Extremities Anatomy 0.000 claims description 6
- 238000000034 method Methods 0.000 description 6
- 239000012530 fluid Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 230000002421 anti-septic Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
Abstract
The utility model discloses a kind of cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column, comprise the concrete filled steel tube edge of a wing one, the concrete filled steel tube edge of a wing two, the concrete filled steel tube edge of a wing three, the concrete filled steel tube edge of a wing four, steel web one, steel web two and steel web three, described steel web one, steel web two and steel web three are joined together to form dagger, steel web one, steel web two and steel web three are the middle cellular steel web being provided with web hole, steel web one, steel web two and steel web three are made up of the notched steel plate in edge respectively, steel plate forms cellular steel web by butt weld welding.The utility model improves the stress performance of existing steel flanged beam web star section abnormity steel column and truss-like web member star section abnormity steel column, and the comprehensive cost of unlikely remarkable its engineering of increase, makes it in engineering, be able to extensive use again.
Description
Technical field
The utility model relates to a kind of new builing structure technical field, is specifically related to a kind of cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column.
Background technology
In multi and tall steel building house, special-shaped column structure has the incomparable advantage of other structural systems, status in China's modernization construction becomes increasingly conspicuous, more and more be subject to the favor of people, be subject to the great attention of Chinese scholars and engineers and technicians in recent years, thus be used widely.
In the Practical Project of multi and tall steel building house, its center pillar adopts traditional steel flanged beam star section abnormity steel column or truss-like star section abnormity steel column usually.In order to meet the requirement of bending stress performance, the sectional dimension that usual needs are larger, if select steel flanged beam star section abnormity steel column, its web shear strength can be had more than needed a lot, but in order to ensure the local stability of web, meets the web ratio of height to thickness limit value of " Code for design of steel structures " defined, usually need again to increase its web thickness, this will cause increasing steel consumption, increase engineering cost, thus add engineering comprehensive cost; If select truss-like star section abnormity steel column, except its shear-carrying capacity, anti-seismic performance and overall stability are limited, its truss-like web member needs batten plate or lacing to be welded, construct relatively loaded down with trivial details, connect workload comparatively large, increase construction cost, thus also increase the comprehensive cost of engineering.And when moment of flexure effect is larger, the edge of a wing of above-mentioned two kinds of star sections abnormity steel column, may enter failure state too early, cause steel column to lose its drag very soon; Meanwhile, above two kinds of steel columns are pure steel structure, and its fire resistance is poor.
Utility model content
The purpose of this utility model is the stress performance improving existing steel flanged beam web star section abnormity steel column and truss-like web member star section abnormity steel column, the comprehensive cost of unlikely remarkable its engineering of increase again, make it in engineering, be able to extensive use, a kind of cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column is provided.
The technical solution adopted in the utility model is: a kind of cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column, comprise the concrete filled steel tube edge of a wing one, the concrete filled steel tube edge of a wing two, the concrete filled steel tube edge of a wing three, the concrete filled steel tube edge of a wing four, steel web one, steel web two and steel web three, described steel web one, steel web two and steel web three are joined together to form dagger, four outer ends of this dagger respectively with the concrete filled steel tube edge of a wing one, the concrete filled steel tube edge of a wing two, the concrete filled steel tube edge of a wing three, the width mid point on the concrete filled steel tube edge of a wing four connects, form cross shaped column, steel web one, steel web two and steel web three are the middle cellular steel web being provided with web hole, steel web two and steel web three are made up of the identical steel plate of the notched shape of two block edges respectively, this two block plate forms cellular steel web by butt weld welding, steel web one is made up of the identical steel plate of the notched shape in edge, two pieces of sides and one block of notched steel plate in both sides of the edge, and this three block plate forms cellular steel web by butt weld welding.
As preferably, the hole form of described steel web one, steel web two and steel web three is circular, oval, square, rectangle, hexagon or octagon.
As preferably, the described concrete filled steel tube edge of a wing one, the concrete filled steel tube edge of a wing two, the concrete filled steel tube edge of a wing three and the concrete filled steel tube edge of a wing four are rectangular steel pipe or round steel pipe.
As preferably, the cross section of described cellular web star section abnormity steel column such as to comprise at limb and limb star section two class such as not.
The concrete generation type of the utility model post is: first cut by predetermined broken line or curve on web steel plate used, half-wave butt welding of staggering forms cellular steel web, then with the steel-pipe welding on the concrete filled steel tube edge of a wing, in the most backward steel pipe, fluid concrete combines.
In section constitution, welding process and welding quality can directly affect steel column performance, and for this reason, the utility model needs to ensure good welding process (can adopt welding technique); " divergence ratio " (percent opening) in coupled column cross section increases, and depth of section increases, and its rigidity and the radius of gyration strengthen, and slenderness ratio can reduce, and stability bearing capacity is improved.But behind web holes hole, its shear behavior can be subject to certain impact.Therefore, in Practical Project, " divergence ratio " or percent opening should be controlled depending on actual loading situation; The edge of a wing is formed by steel pipe and Combined concrete, and due to the limited space in steel pipe, therefore during fluid concrete, inconvenience is vibrated, therefore should select self-compacting concrete.
Essential characteristic of the present utility model: in comparatively economic mode, increases the depth of section of steel column, improves rigidity and the stability bearing capacity of steel column; Penetration concrete in the steel pipe of the edge of a wing, improves the local stability of steel pipe; Section constitution is reasonable, and mechanical property is good; Fire-resistant, antiseptic property good; Simple structure, make easy to process, quick, labor and material saving, engineering cost is low.
Beneficial effect: section constitution of the present utility model is reasonable, and mechanical property is good, economy attractive in appearance, remarkable benefit, and refractoriness is good, and development prospect is wide;
The utility model is compared with truss-like star section abnormity steel column, and simple structure, makes easy to process, quick, with low cost;
Compared with the utility model and truss-like star section abnormity steel column, its shear-carrying capacity is high, ductility and anti-seismic performance good, monolithic stability bearing capacity is superior;
Compared with the utility model and steel flanged beam star section abnormity steel column, when depth of section is equal, its steel using amount is few, from heavy and light, can saving steel, and reduce engineering cost;
The utility model is compared with steel flanged beam star section abnormity steel column, when cross-section steel materials are equal, increase depth of section, section modulus, second moment of area and the radius of gyration, improve bending rigidity and stability bearing capacity that steel utilize usefulness and steel column;
Web of the present utility model according to different esthetic requirement, can design different hole shape, makes it attractive in appearance;
The utility model, from heavy and light, can alleviate dead load, thus reduces the pressure to ground, can reduce the cost of foundation;
The edge of a wing of the present utility model steel pipe concrete filled, enhances the fire resistance of coupled column;
The concrete filled steel tube that the edge of a wing of the present utility model adopts institute to put mode combines the edge of a wing, improves edge of a wing local stability, thus improves the stability of whole coupled column;
The utility model has expanded the research and apply field of steel-concrete coupled column, has greatly enriched steel work content.
The utility model can provide novel critical component for the exploitation of new steel structure dwelling house system, has good conversion prospect.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is generalized section of the present utility model.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
As illustrated in fig. 1 and 2: a kind of cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column, comprise the concrete filled steel tube edge of a wing 1, the concrete filled steel tube edge of a wing 22, the concrete filled steel tube edge of a wing 33, the concrete filled steel tube edge of a wing 44, steel web 1, steel web 26 and steel web 37, described steel web 1, steel web 26 and steel web 37 are joined together to form dagger, four outer ends of this dagger respectively with the concrete filled steel tube edge of a wing 1, the concrete filled steel tube edge of a wing 22, the concrete filled steel tube edge of a wing 33, the width mid point on the concrete filled steel tube edge of a wing 44 connects, form cross shaped column, steel web 1, steel web 26 and steel web 37 are the middle cellular steel web being provided with web hole 8, steel web 26 and steel web 37 are made up of the identical steel plate of the notched shape of two block edges respectively, this two block plate forms cellular steel web by butt weld welding, steel web 1 is made up of the identical steel plate of the notched shape in edge, two pieces of sides and one block of notched steel plate in both sides of the edge, and this three block plate forms cellular steel web by butt weld welding.The hole form of described steel web 1, steel web 26 and steel web 37 is circular, oval, square, rectangle, hexagon or octagon.The described concrete filled steel tube edge of a wing 1, the concrete filled steel tube edge of a wing 22, the concrete filled steel tube edge of a wing 33 and the concrete filled steel tube edge of a wing 44 are rectangular steel pipe or round steel pipe.The cross section of described cellular web star section abnormity steel column such as to comprise at limb and limb star section two class such as not.
Embodiment of the present utility model:
Usual steel pipe, cellular steel web and be welded on factory process and complete; In steel pipe, fluid concrete then completes at the construction field (site).
Its basic production process is: make cellular steel web → making steel pipe → weld → transport to job site → hoisted in position → to fluid concrete in steel pipe.
It should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle, can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.The all available prior art of each ingredient not clear and definite in the present embodiment is realized.
Claims (3)
1. cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column, it is characterized in that: comprise the concrete filled steel tube edge of a wing one, the concrete filled steel tube edge of a wing two, the concrete filled steel tube edge of a wing three, the concrete filled steel tube edge of a wing four, steel web one, steel web two and steel web three, described steel web one, steel web two and steel web three are joined together to form dagger, four outer ends of this dagger respectively with the concrete filled steel tube edge of a wing one, the concrete filled steel tube edge of a wing two, the concrete filled steel tube edge of a wing three, the width mid point on the concrete filled steel tube edge of a wing four connects, form cross shaped column, steel web one, steel web two and steel web three are the middle cellular steel web being provided with web hole, steel web two and steel web three are made up of the identical steel plate of the notched shape of two block edges respectively, this two block plate forms cellular steel web by butt weld welding, steel web one is made up of the identical steel plate of the notched shape in edge, two pieces of sides and one block of notched steel plate in both sides of the edge, and this three block plate forms cellular steel web by butt weld welding.
2. cellular steel web according to claim 1-compound section, concrete filled steel tube edge of a wing cross section column, is characterized in that: the described concrete filled steel tube edge of a wing one, the concrete filled steel tube edge of a wing two, the concrete filled steel tube edge of a wing three and the concrete filled steel tube edge of a wing four are rectangular steel pipe or round steel pipe.
3. cellular steel web according to claim 1-compound section, concrete filled steel tube edge of a wing cross section column, is characterized in that: the cross section of described cellular web star section abnormity steel column such as to comprise at limb and limb star section two class such as not.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420568720.3U CN204174837U (en) | 2014-09-29 | 2014-09-29 | Cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420568720.3U CN204174837U (en) | 2014-09-29 | 2014-09-29 | Cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204174837U true CN204174837U (en) | 2015-02-25 |
Family
ID=52563655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420568720.3U Expired - Fee Related CN204174837U (en) | 2014-09-29 | 2014-09-29 | Cellular steel web-compound section, concrete filled steel tube edge of a wing cross section column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204174837U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234318A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Cellular steel web-concrete filled steel tube flange composite section-cross column |
| CN104847053A (en) * | 2015-05-07 | 2015-08-19 | 天津大学 | Concrete filled steel tube specially shaped column suitable for industrial production |
-
2014
- 2014-09-29 CN CN201420568720.3U patent/CN204174837U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234318A (en) * | 2014-09-29 | 2014-12-24 | 南京工业大学 | Cellular steel web-concrete filled steel tube flange composite section-cross column |
| CN104847053A (en) * | 2015-05-07 | 2015-08-19 | 天津大学 | Concrete filled steel tube specially shaped column suitable for industrial production |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150225 Termination date: 20150929 |
|
| EXPY | Termination of patent right or utility model |