CN207194147U - A kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam - Google Patents
A kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam Download PDFInfo
- Publication number
- CN207194147U CN207194147U CN201721086770.8U CN201721086770U CN207194147U CN 207194147 U CN207194147 U CN 207194147U CN 201721086770 U CN201721086770 U CN 201721086770U CN 207194147 U CN207194147 U CN 207194147U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- pipe column
- quadrate
- connection component
- end plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam, including quadrate steel pipe column, connection component and H profile steel beam, quadrate steel pipe column includes upper steel pipe column and lower steel pipe column, connected between upper steel pipe column and lower steel pipe column by inner sleeve, connected between quadrate steel pipe column and H profile steel beam by connection component, connection component includes extended end plate and sets the horizontal cover plate of extended end plate upper and lower side, deep floor, upper steel pipe column, inner sleeve is with the extended end plate of connection component by being fixedly connected to wearing bolt, lower steel pipe column, it is fixedly connected between inner sleeve and the extended end plate of connection component by high-strength bolt；The utility model realizes that quadrate steel pipe column connects with the full assembled of H profile steel beam by high-strength to wearing bolt and high-strength bolt, and ultimate bearing capacity of joints is high, and ductility is big and energy dissipation capacity is strong, has a good anti-seismic performance, simple in construction, speed of application is fast, green.
Description
Technical field
A kind of bean column node is the utility model is related to, more particularly to a kind of new quadrate steel pipe column and the full assembled of H profile steel beam
Connecting node.
Background technology
In recent years, assembling type steel structure system turns into the heat subject studied both at home and abroad.The structure type of steel construction and
Construction technology meets the characteristics of assembled architecture, possess speed of application is fast, situ wet operation is few, be easy to implement industrialization and standard
Change, system easy to control the quality, cost can be reduced and many advantages such as green, these features will make assembling type steel structure system in future
Possesses huge development potentiality in construction market.
Quadrate steel pipe column and point that strong axle and weak axle is not present, therefore it has more structurally sound security performance than H profile steel post,
But quadrate steel pipe column itself is section of remaining silent, it is difficult to which the localized region as opening section carries out reinforcement or entered using high-strength bolt
The full assembled connection of row.The connection of existing quadrate steel pipe column and H profile steel beam uses welding node mostly, and not only quality is difficult to protect
Card, also reduces speed of application on the contrary.
Utility model content
The defects of the purpose of this utility model is to overcome prior art, there is provided a kind of new quadrate steel pipe column and H profile steel beam
Full assembled connecting node, the new quadrate steel pipe column and the technical scheme of the full assembled connecting node of H profile steel beam are such realities
Existing：
A kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam, it is characterised in that：Including quadrate steel pipe column, even
Connected components and H profile steel beam, the quadrate steel pipe column includes upper steel pipe column and lower steel pipe column, between the upper steel pipe column and lower steel pipe column
Connected by inner sleeve, connected between the quadrate steel pipe column and H profile steel beam by connection component, the connection component includes overhanging
End plate and horizontal cover plate, the deep floor that extended end plate upper and lower side is set, the upper steel pipe column, inner sleeve and connection component
Extended end plate is passed through by being fixedly connected to wearing bolt between the extended end plate of the lower steel pipe column, inner sleeve and connection component
High-strength bolt is fixedly connected.
Further, by being welded to connect between the connection component and H profile steel beam.
Further, be provided with the upper steel pipe column, inner sleeve and extended end plate be mutually matched to wearing bolt hole,
The High-strength bolt hole being mutually matched is provided with the lower steel pipe column, inner sleeve and extended end plate.
Further, it is high-strength to wearing bolt that described pair, which is worn bolt,.
Connecting node of the present utility model is connected upper and lower steel pipe column using inner sleeve, not only adds quadrate steel pipe column
Thickness, also further increase strong column and weak beam, the design concept of the weak component of strong node, the horizontal cover plate of connection component makes both ends
High stress section is strengthened, and forces plastic hinge to appear in horizontal cover panel end, prevents extended end plate and flange of beam horizontal fracture
Brittle fracture occurs under earthquake load rental, so as to reach the purpose of protection both ends weld seam.
The utility model realizes that the full assembled of quadrate steel pipe column and H profile steel beam connects by high-strength to wearing bolt and high-strength bolt
Connect, ultimate bearing capacity of joints is high, and ductility is big and energy dissipation capacity is strong, has a good anti-seismic performance, simple in construction, speed of application is fast, green
Colour circle is protected.
Brief description of the drawings
Fig. 1 is the planar structure schematic diagram of the utility model connecting node；
Fig. 2 is the dimensional structure diagram of the utility model connecting node；
Fig. 3 is the dimensional structure diagram of the utility model connection component.
Reference：The upper steel pipe columns of 1-, steel pipe column under 2-, 3- inner sleeves, 4- is to wearing bolt, 5- connection components, and 6- is high-strength
Bolt, 7-H section steel beams, 10- quadrate steel pipe columns, 51- extended end plates, the horizontal cover plates of 52-, 53- deep floors.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in Figures 1 to 3, a kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam, including quadrate steel pipe column
10th, connection component 5 and H profile steel beam 7, the quadrate steel pipe column 10 include upper steel pipe column 1 and the lower post of steel pipe 2, the upper steel pipe column 1 with
3 are connected by inner sleeve between lower steel pipe column 2, is connected between the quadrate steel pipe column 10 and H profile steel beam 7 by connection component 5, institute
State connection component 5 include extended end plate 51 and set extended end plate upper and lower side horizontal cover plate 52, deep floor 53, it is described on
Steel pipe column 1, inner sleeve 3 and the extended end plate 51 of connection component 5 are the lower steel pipe column 2, interior by being fixedly connected to wearing bolt 4
It is fixedly connected between sleeve 3 and the extended end plate 51 of connection component 5 by high-strength bolt 6.
When it is implemented, by being welded to connect between the connection component 5 and H profile steel beam 7.
When it is implemented, be provided with the upper steel pipe column 1, inner sleeve 3 and extended end plate 51 be mutually matched to wearing
Bolt hole, the High-strength bolt hole being mutually matched is provided with the lower steel pipe column 2, inner sleeve 3 and extended end plate 51.
When it is implemented, it is high-strength to wearing bolt that described pair, which is worn bolt 4,.
Technology contents and technical characteristic of the present utility model have revealed that as above those skilled in the art still may base
The replacement and modification without departing substantially from the utility model in essence are made in teaching of the present utility model, therefore, the utility model protection
Scope is not limited to the content disclosed in embodiment, also including various replacements and modification without departing substantially from the utility model in essence.
Claims (4)
1. a kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam, it is characterised in that：Including quadrate steel pipe column, connection
Component and H profile steel beam, the quadrate steel pipe column include upper steel pipe column and lower steel pipe column, lead between the upper steel pipe column and lower steel pipe column
Inner sleeve connection is crossed, is connected between the quadrate steel pipe column and H profile steel beam by connection component, the connection component includes overhanging end
Plate and horizontal cover plate, the deep floor that extended end plate upper and lower side is set, the upper steel pipe column, inner sleeve and connection component it is outer
End plate is stretched by being fixedly connected to wearing bolt, passes through height between the extended end plate of the lower steel pipe column, inner sleeve and connection component
Strength bolt is fixedly connected.
2. new quadrate steel pipe column according to claim 1 and the full assembled connecting node of H profile steel beam, it is characterised in that：Institute
State between connection component and H profile steel beam by being welded to connect.
3. new quadrate steel pipe column according to claim 1 and the full assembled connecting node of H profile steel beam, it is characterised in that：Institute
State be provided with steel pipe column, inner sleeve and extended end plate be mutually matched to wearing bolt hole, the lower steel pipe column, inner sleeve
With the High-strength bolt hole that is mutually matched is provided with extended end plate.
4. new quadrate steel pipe column according to claim 1 and the full assembled connecting node of H profile steel beam, it is characterised in that：Institute
It is high-strength to wearing bolt to state to wearing bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721086770.8U CN207194147U (en) | 2017-08-29 | 2017-08-29 | A kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721086770.8U CN207194147U (en) | 2017-08-29 | 2017-08-29 | A kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207194147U true CN207194147U (en) | 2018-04-06 |
Family
ID=61795455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721086770.8U Expired - Fee Related CN207194147U (en) | 2017-08-29 | 2017-08-29 | A kind of new quadrate steel pipe column and the full assembled connecting node of H profile steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207194147U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111101709A (en) * | 2020-01-20 | 2020-05-05 | 衡水通广通信导航设备有限公司 | Roof process type omnidirectional beacon reflection net and construction method thereof |
-
2017
- 2017-08-29 CN CN201721086770.8U patent/CN207194147U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111101709A (en) * | 2020-01-20 | 2020-05-05 | 衡水通广通信导航设备有限公司 | Roof process type omnidirectional beacon reflection net and construction method thereof |
| CN111101709B (en) * | 2020-01-20 | 2021-12-10 | 衡水通广通信导航设备有限公司 | Roof process type omnidirectional beacon reflection net and construction method thereof |
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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: 20180406 Termination date: 20180829 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |