CN209025530U - A kind of novel earthquake-proof beam column of steel structure - Google Patents
A kind of novel earthquake-proof beam column of steel structure Download PDFInfo
- Publication number
- CN209025530U CN209025530U CN201821474112.0U CN201821474112U CN209025530U CN 209025530 U CN209025530 U CN 209025530U CN 201821474112 U CN201821474112 U CN 201821474112U CN 209025530 U CN209025530 U CN 209025530U
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- China
- Prior art keywords
- main gusset
- beam column
- web
- gusset
- main
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Abstract
The utility model proposes a kind of novel earthquake-proof beam column of steel structure, including the first main gusset, web and the second main gusset, it is characterized by also including the identical bolsters of structure for being arranged between the first main gusset and the second main gusset and being arranged symmetrically in the two sides of web about web, the bolster includes the two buffering arc plates and elastic supporting member for supporting optical member in " C " shape, two buffering arc plates are away from each other arranged symmetrically and one end and connect with the first main gusset, the other end is connect with the second main gusset, is connected between two buffering arc plate medium positions by elastic supporting member for supporting optical member.The utility model, which provides one kind, has new structural novel earthquake-proof beam column of steel structure, enhances the bearing capacity of beam column, improves the shock resistance of beam column.
Description
Technical field
The utility model relates to steel structure technology field more particularly to a kind of novel earthquake-proof beam column of steel structure.
Background technique
Steel construction is suitable for factory mass production, and industrialization degree is high, and can be by energy conservation, waterproof, heat-insulated, door and window etc. first
Into finished product collection together in one, design, Systemizing production and construction in concrete project are improved the level of construction industry by complete application.
The existing advantage of steel construction, also there is disadvantage.Steel structure material intensity is high, and own wt is light, with concrete and timber phase
Than the ratio of density and yield strength is relatively low, thus the member section of steel construction is small under same stress condition, self weight
Gently, it is readily transported and installs, big suitable for span, height is high, carries the structure of weight.Steel toughness, plasticity is good, uniform in material, knot
Structure high reliablity has good anti-seismic performance suitable for absorbing impact and dynamic load.Beam column of steel structure is usually by main reinforcement at present
Plate, floor and web are collectively formed, and the corner of three is easy desoldering, and after long-time service, floor is easy to main gusset and web
It misplaces, influences overall structural strength, cannot fundamentally improve the bearing capacity of main gusset and the shock resistance of beam column entirety.
Utility model content
Based on the above issues, the utility model aim is to provide a kind of with new structural novel earthquake-proof steel structure girder
Column enhances the bearing capacity of beam column, improves the shock resistance of beam column.
In view of the above problems, providing following technical solution: a kind of novel earthquake-proof beam column of steel structure, including the first main reinforcement
Plate, web and the second main gusset, it is characterised in that: further include being arranged between the first main gusset and the second main gusset and about abdomen
Plate is arranged symmetrically in the identical bolster of structure of the two sides of web, and the bolster includes two buffering arc plates in " C " shape
And elastic supporting member for supporting optical member, two buffering arc plates, which are away from each other, to be symmetrical arranged and one end is connect with the first main gusset, and the other end is with the
Two main gussets connect, and are connected between two buffering arc plate medium positions by elastic supporting member for supporting optical member.
The utility model is further arranged to: first main gusset, web and the second main gusset are an integral molding structure.
The utility model is further arranged to: being located at position on the outside of bolster between first main gusset and the second main gusset
It sets and is also connected with equipped with reinforcing rib.
The utility model has the beneficial effects that
1, bolster by two in " C " shape and constitute away from symmetrically arranged buffering arc plate, two bolsters are with web
Centered on be arranged symmetrically in the two sides of web, be connected in the middle part of buffering arc plate by elastic supporting member for supporting optical member, one end of buffering arc plate with
The connection of first main gusset, the other end is connect with the second main gusset, when the first main gusset or the second main gusset stress of entire beam column
When, pressure suffered by web can be dispersed by the buffering arc plate of " C " shape；On the one hand, buffering arc plate dispersion part itself is come
From the pressure of the first main gusset or the second main gusset, on the other hand, it is connected in the middle part of buffering arc plate by elastic supporting member for supporting optical member, web
Suffered pressure can partially be offset by the elastic pulling force that buffering arc plate generates, and buffering arc plate is " C " shape and deviates from symmetrical
Structure setting, bending resistance is strong, can not only effectively buffer pressure suffered by entire beam column, and can for the first main gusset or
Second main gusset provides a good support, keeps the first main gusset or the second main gusset to be used for a long time indeformable, elasticity branch
Support member further can provide support force for the first main gusset or the second main gusset, to extend the service life of entire beam column.
2, the first main gusset, web and the second main gusset are an integral molding structure, and guarantee the structural strength of entire beam column, knot
Structure is simple, and elastic effect is good, and manufacturing cost is low.
3, it is connected with reinforcing rib between the first main gusset and the second main gusset, the overall structure of beam column can be further increased
Intensity extends the service life of beam column.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of novel earthquake-proof beam column of steel structure in the utility model embodiment；
Illustrate in figure: the first main gusset of 1-；2- web；The second main gusset of 3-；4- bolster；41- buffering arc plate；42- bullet
Property supporting element；5- reinforcing rib；
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is not intended to limit the scope of the present invention for illustrating the utility model.
As shown in Figure 1, a kind of novel earthquake-proof beam column of steel structure, including the first main gusset 1, web 2 and the second main gusset 3,
It further include the knot for being arranged between the first main gusset 1 and the second main gusset 3 and being arranged symmetrically in about web 2 two sides of web 2
The identical bolster 4 of structure, the bolster 4 include the two buffering arc plates 41 and elastic supporting member for supporting optical member 42 in " C " shape, two bufferings
Arc plate 41 is away from each other arranged symmetrically and one end and connect with the first main gusset 1, and the other end is connect with the second main gusset 3, and two
It is connected between 41 medium position of buffering arc plate by elastic supporting member for supporting optical member 42.
In above structure, bolster 4 by two in " C " shape and away from symmetrically arranged buffering arc plate 41 and resilient support
Part 42 is constituted, and two bolsters 4 are arranged symmetrically in the two sides of web 2 centered on web 2, pass through elasticity in the middle part of buffering arc plate 41
Supporting element 42 is connected, and one end of buffering arc plate 41 is connect with the first main gusset 1, and the other end is connect with the second main gusset 3, when whole
When the first main gusset 1 of a beam column or the second 3 stress of main gusset, pressure suffered by web 2 can be by the buffering arc plate of " C " shape
41 are dispersed；On the one hand, pressure of buffering arc plate 41 itself the dispersion part from the first main gusset 1 or the second main gusset 3, it is another
Aspect is connected in the middle part of buffering arc plate 41 by elastic supporting member for supporting optical member 42, pressure suffered by web 2 can part by buffering arc plate 41
The elastic pulling force of generation is offset, and buffering arc plate 41 is " C " shape and is arranged away from symmetrical structure, and bending resistance is strong, can not only
It is enough effectively to buffer pressure suffered by entire beam column, and can be provided for the first main gusset 1 or the second main gusset 3 one it is good
Support keeps the first main gusset 1 or the second main gusset 3 to be used for a long time indeformable, and elastic supporting member for supporting optical member 42 can further be first
Main gusset 1 or the second main gusset 3 provide support force, to extend the service life of entire beam column.
As shown in Figure 1, first main gusset 1, web 2 and the second main gusset 3 are an integral molding structure.Three in one at
Type structure guarantees the structural strength of entire beam column, and structure is simple, and elastic effect is good, and manufacturing cost is low.
It is set as shown in Figure 1, being located at 4 outer fix of bolster between first main gusset 1 and the second main gusset 3 and being also connected with
There is reinforcing rib 5.Reinforcing rib 5 can further increase the overall structural strength of beam column, extend the service life of beam column.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without deviating from the technical principle of the utility model, several improvements and modifications, above-mentioned vacation can also be made
If these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (3)
1. a kind of novel earthquake-proof beam column of steel structure, including the first main gusset (1), web (2) and the second main gusset (3), feature
It is: further includes being arranged between the first main gusset (1) and the second main gusset (3) and being arranged symmetrically in web about web (2)
(2) the identical bolster of the structure of two sides (4), the bolster (4) include the two buffering arc plates (41) and bullet in " C " shape
Property supporting element (42), two buffering arc plates (41) be away from each other be symmetrical arranged and one end connect with the first main gusset (1), the other end
It connect with the second main gusset (3), is connected between two buffering arc plate (41) medium positions by elastic supporting member for supporting optical member (42).
2. a kind of novel earthquake-proof beam column of steel structure according to claim 1, it is characterised in that: first main gusset (1),
Web (2) and the second main gusset (3) are an integral molding structure.
3. a kind of novel earthquake-proof beam column of steel structure according to claim 1 or 2, it is characterised in that: first main gusset
(1) it is located at bolster (4) outer fix between the second main gusset (3) to be also connected with equipped with reinforcing rib (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821474112.0U CN209025530U (en) | 2018-09-07 | 2018-09-07 | A kind of novel earthquake-proof beam column of steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821474112.0U CN209025530U (en) | 2018-09-07 | 2018-09-07 | A kind of novel earthquake-proof beam column of steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209025530U true CN209025530U (en) | 2019-06-25 |
Family
ID=66904366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821474112.0U Expired - Fee Related CN209025530U (en) | 2018-09-07 | 2018-09-07 | A kind of novel earthquake-proof beam column of steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209025530U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114439151A (en) * | 2022-02-17 | 2022-05-06 | 耿兵俊 | Steel structure pillar with multiple supporting plates |
-
2018
- 2018-09-07 CN CN201821474112.0U patent/CN209025530U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114439151A (en) * | 2022-02-17 | 2022-05-06 | 耿兵俊 | Steel structure pillar with multiple supporting plates |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190625 Termination date: 20200907 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |