CN205777087U - A kind of H profile steel component - Google Patents
A kind of H profile steel component Download PDFInfo
- Publication number
- CN205777087U CN205777087U CN201620586887.1U CN201620586887U CN205777087U CN 205777087 U CN205777087 U CN 205777087U CN 201620586887 U CN201620586887 U CN 201620586887U CN 205777087 U CN205777087 U CN 205777087U
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- Prior art keywords
- profile steel
- web
- steel component
- floor
- utility
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Abstract
This utility model provides a kind of H profile steel component, has firm in structure, and twisting resistance is strong, it is easy to the advantage being combined with concrete, and its structure includes: upper flange, web and lower wing plate；Described web is between described upper flange and lower wing plate, and the side of described web is provided with floor.This utility model is by arranging floor for the side of the web of H profile steel component of the prior art, reach to strengthen the technique effect of web structure intensity, further promote the structural strength of H profile steel component, and anti seismic efficiency, when the conduction of seismic sharp pounding is to H profile steel component, the floor that web side is arranged can effectively absorb vibration energy, keeps H profile steel component small restorability deformation only to occur in macroseism, for safeguarding that building safety provides strong structural support.Additionally, the setting of floor can also further promote the adhesion of web and concrete, provide further structural support for promoting the structural strength of the cement steel column being enclosed with H profile steel component.
Description
Technical field
This utility model relates to construction(al)steel technical field, is specifically related to a kind of H profile steel component.
Background technology
H profile steel is a kind of novel economizer construction(al)steel, has cross sectional shape economical rationality, and mechanical property is good, cuts during rolling
On face, each point extends the advantage more uniform, internal stress is little.Compare with common I-steel, also have modulus of section big, lightweight, joint
The advantage saving metal, can make building structure alleviate 30-40%.Additionally, due to external side parallel in H profile steel lower limb, lower limb end is right angle, spells
Dress is combined into component, can save welding, riveting work amount reaches 25%.H profile steel of the prior art is usually used in requirement bearing capacity
Greatly, the heavy construction (such as Factory Building, skyscraper etc.) that cross-sectional stability is good, and bridge, boats and ships, handling machinery, equipment
Basis, support, foundation pile etc..It is on the low side that H profile steel of the prior art is limited its torsional strength by web structure, applies at earthquake zone
Expendable deformation easily occurs in neighbouring building structure, and the safety for building brings disadvantageous image.
Therefore a H profile steel component is researched and developed to overcome at least one in above-mentioned technological deficiency to become a kind of required.
Utility model content
The purpose of this utility model is to provide a kind of H profile steel component, has firm in structure, and twisting resistance is strong, it is easy to coagulation
The advantage that soil combines.
The purpose of this utility model is to be achieved through the following technical solutions: this utility model provides a kind of H profile steel component,
Including: upper flange, web and lower wing plate；Described web is between described upper flange and lower wing plate, and the side of described web sets
It is equipped with floor.
In preferred embodiments, described floor is polyline shaped.
In preferred embodiments, described floor is corrugated.
In preferred embodiments, described floor is provided with projection.
In preferred embodiments, described projection is cylindric.
In preferred embodiments, described projection is provided with groove.
In preferred embodiments, described upper flange is parallel with lower wing plate, and all vertical with described web.
In preferred embodiments, described upper flange and lower wing plate junction with described web respectively is provided with transition
Fillet.
In preferred embodiments, described floor is provided with knuckle with the junction of described web.
Further, this utility model, by floor is designed as polyline shaped, provides effective structure to prop up for reinforcing web
While support, the adhesion for enhancing H profile steel component with concrete provides further structural support.
Further, this utility model, by floor is designed as corrugated, resists the impact of seismic wave for H profile steel component
Thering is provided strong structural support, the H profile steel component after improvement possesses good energy-absorbing technique effect when bearing earthquake shock,
Earthquake only can occur a small amount of recovered deformation, apply can promote to build in architectural structure system the most sturdy and durable, energy
The antidetonation coefficient of building is enough substantially improved.
Further, this utility model is by arranging projection, for further promoting H profile steel component and coagulation on floor
The adhesion of soil provides further structural support.
Further, this utility model is cylindric by projection being made, and contributes to increasing between web and concrete
Contact area, the impact energy for further bringing by concrete absorption earthquake provides strong structural support, H profile steel structure
The trickle deformation of part can absorb huge vibration energy, can effectively promote building structure as building structure main body
Shock resistance, it is possible to the antidetonation index of building is promoted to new grade.
Further, this utility model is by arranging groove for projection, for further strengthening the knot of web and concrete
Make a concerted effort to provide further structural support.
Further, this utility model by for upper flange and lower wing plate respectively junction with web transition circle is set
Angle, concentrates for reducing stress, improves upper flange and lower wing plate provides strong structural support with the bonding strength of web respectively.
Further, this utility model by arranging knuckle for the junction of floor Yu web, for improve floor with
Bonding strength between web provides strong structural support.
The beneficial effects of the utility model are: this utility model is by the web for H profile steel component of the prior art
Side arranges floor, reaches to strengthen the technique effect of web structure intensity, further promotes the structural strength of H profile steel component,
And anti seismic efficiency, when the conduction of seismic sharp pounding is to H profile steel component, the floor that web side is arranged can be effective
Absorb vibration energy, keep H profile steel component small restorability deformation only to occur in macroseism, for safeguarding that building safety provides
Strong structural support.Additionally, the setting of floor can also further promote the adhesion of web and concrete, for promoting bag
The structural strength of the cement steel column being wrapped with H profile steel component provides further structural support.
Accompanying drawing explanation
Below according to accompanying drawing, this utility model is described in further detail.
Fig. 1 is the structural representation of H profile steel component in this utility model embodiment 1；
Fig. 2 is the improved structure schematic diagram of H profile steel component in this utility model embodiment 1；
Fig. 3 is the another kind of improved structure schematic diagram of H profile steel component in this utility model embodiment 1；
Fig. 4 is the structural representation of H profile steel component in this utility model embodiment 2.
In figure:
100, upper flange；200, web；300, lower wing plate；210, floor；220, protruding.
Detailed description of the invention
Embodiment 1:
Without loss of generality, as it is shown in figure 1, a kind of H profile steel component in this utility model embodiment 1, including: upper flange
100, web 200 and lower wing plate 300；Web 200 is between upper flange 100 and lower wing plate 300, and the side of web 200 is arranged
There is floor 210.
Preferably, as in figure 2 it is shown, floor 210 is polyline shaped.This utility model by floor is designed as polyline shaped, for
While reinforcing web offer effective structure support, the adhesion for enhancing H profile steel component with concrete provides further
Structural support.
Preferably, as it is shown on figure 3, floor 210 is corrugated.This utility model is by being designed as corrugated by floor, for H
The impact of Steel section member resistance seismic wave provides strong structural support, and the H profile steel component after improvement is when bearing earthquake shock
Possess good energy-absorbing technique effect, earthquake only can occur a small amount of recovered deformation, apply in architectural structure system
Can promote to build the most sturdy and durable, it is possible to the antidetonation coefficient of building is substantially improved.
Preferably, upper flange is parallel with lower wing plate, and all vertical with web.
Preferably, upper flange and lower wing plate junction with web respectively is provided with knuckle.This utility model passes through
For upper flange and lower wing plate, junction with web arranges knuckle respectively, concentrates for reducing stress, improve upper flange and under
Wing plate provides strong structural support with the bonding strength of web respectively.
Preferably, floor is provided with knuckle with the junction of web.This utility model is by for floor and web
Junction arranges knuckle, for improving the structural support that the bonding strength between floor and web provides strong.
It should be noted that in the present embodiment, the structure of floor is unrestricted with set-up mode, all for meeting different stress
The floor of the arbitrary structures required and arrange on web all should fall into protection domain of the present utility model.
Above-mentioned H profile steel component and concrete can be made concrete steel column jointly during use, apply energy in building structure
Enough pole significantly promotes the anti-seismic performance of building.
This utility model, by arranging floor for the side of the web of H profile steel component of the prior art, reaches to strengthen abdomen
The technique effect of plate structure intensity, further promotes the structural strength of H profile steel component, and anti seismic efficiency, when seismic
When sharp pounding conduction is to H profile steel component, the floor that web side is arranged can effectively absorb vibration energy, keeps H profile steel
Only there is small restorability deformation in component in macroseism, for safeguarding that building safety provides strong structural support.Additionally,
The setting of floor can also further promote the adhesion of web and concrete, for promoting the cement steel being enclosed with H profile steel component
The structural strength of post provides further structural support.
Embodiment 2:
As shown in Figure 4, the present embodiment, on the basis of embodiment 1, floor 200 is provided with protruding 220.This utility model
By arranging protruding 220 on floor 200, provide more to enter for further promoting the adhesion of H profile steel component and concrete
The structural support of one step.
Preferably, projection is cylindric.This utility model is cylindric by projection being made, and contributes to increasing web with mixed
Contact area between solidifying soil, provides strong structure to prop up for the impact energy further brought by concrete absorption earthquake
Holding, the trickle deformation of H profile steel component can absorb huge vibration energy, can effectively carry as building structure main body
Rise the shock resistance of building structure, it is possible to the antidetonation index of building is promoted to new grade.
Preferably, projection is provided with groove.This utility model is by arranging groove for projection, for further strengthening abdomen
Plate provides further structural support with the adhesion of concrete.
This utility model is not limited to above-mentioned preferred forms, and anyone can draw under enlightenment of the present utility model
Other various forms of products, no matter but in its shape or structure, make any change, every have same as the present application or phase
The technical scheme of approximation, within all falling within protection domain of the present utility model.
Claims (9)
1. a H profile steel component, including: upper flange, web and lower wing plate；Described web be positioned at described upper flange and lower wing plate it
Between, it is characterised in that: the side of described web is provided with floor.
H profile steel component the most according to claim 1, it is characterised in that: described floor is polyline shaped.
H profile steel component the most according to claim 1, it is characterised in that: described floor is corrugated.
H profile steel component the most according to claim 1, it is characterised in that: it is provided with projection on described floor.
H profile steel component the most according to claim 4, it is characterised in that: described projection is cylindric.
H profile steel component the most according to claim 5, it is characterised in that: it is provided with groove in described projection.
H profile steel component the most according to claim 1, it is characterised in that: described upper flange is parallel with lower wing plate, and equal and institute
State web vertical.
H profile steel component the most according to claim 1, it is characterised in that: described upper flange and lower wing plate respectively with described abdomen
The junction of plate is provided with knuckle.
H profile steel component the most according to claim 1, it is characterised in that: described floor is arranged with the junction of described web
There is knuckle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620586887.1U CN205777087U (en) | 2016-06-15 | 2016-06-15 | A kind of H profile steel component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620586887.1U CN205777087U (en) | 2016-06-15 | 2016-06-15 | A kind of H profile steel component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777087U true CN205777087U (en) | 2016-12-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620586887.1U Expired - Fee Related CN205777087U (en) | 2016-06-15 | 2016-06-15 | A kind of H profile steel component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205777087U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703285A (en) * | 2016-12-13 | 2017-05-24 | 国核电力规划设计研究院 | Shearing type eccentric support energy consumption girder section structure |
| CN106836636A (en) * | 2017-02-16 | 2017-06-13 | 苏州市苏网建设工程有限公司 | H profile steel for building |
| CN108505525A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of board plug type pattern foundation pit supporting structure frame and its method for protecting support |
| CN108505524A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of box-type pattern foundation pit supporting structure frame and its method for protecting support |
| CN109138270A (en) * | 2017-06-16 | 2019-01-04 | 河南天丰钢结构建设有限公司 | A kind of steel construction boundling system combined member |
-
2016
- 2016-06-15 CN CN201620586887.1U patent/CN205777087U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106703285A (en) * | 2016-12-13 | 2017-05-24 | 国核电力规划设计研究院 | Shearing type eccentric support energy consumption girder section structure |
| CN106703285B (en) * | 2016-12-13 | 2018-12-04 | 国核电力规划设计研究院 | A kind of shearing-type accentric support active beam link structure |
| CN106836636A (en) * | 2017-02-16 | 2017-06-13 | 苏州市苏网建设工程有限公司 | H profile steel for building |
| CN106836636B (en) * | 2017-02-16 | 2018-12-18 | 苏州市苏网建设工程有限公司 | H profile steel for building |
| CN109138270A (en) * | 2017-06-16 | 2019-01-04 | 河南天丰钢结构建设有限公司 | A kind of steel construction boundling system combined member |
| CN108505525A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of board plug type pattern foundation pit supporting structure frame and its method for protecting support |
| CN108505524A (en) * | 2018-06-27 | 2018-09-07 | 天津智恒方略科技有限公司 | A kind of box-type pattern foundation pit supporting structure frame and its method for protecting support |
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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: 20161207 Termination date: 20210615 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |