CN206279622U - A kind of connecting node of new H profile steel post and H profile steel beam - Google Patents
A kind of connecting node of new H profile steel post and H profile steel beam Download PDFInfo
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- CN206279622U CN206279622U CN201621292863.1U CN201621292863U CN206279622U CN 206279622 U CN206279622 U CN 206279622U CN 201621292863 U CN201621292863 U CN 201621292863U CN 206279622 U CN206279622 U CN 206279622U
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- profile steel
- steel beam
- angle
- post
- equal leg
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Abstract
The utility model is related to a kind of construction engineering technical field, a kind of especially connecting node of new H profile steel post and H profile steel beam, it includes H profile steel post, H profile steel beam, equal leg angle, unequal angle and frictional high-strength bolts, and the upper lower flange of the H profile steel beam is arranged symmetrically the equal leg angle；The web left and right sides of the H profile steel beam is arranged symmetrically the unequal angle；The edge of a wing of the edge of a wing of the H profile steel beam and the H profile steel post is attached by the equal leg angle with the frictional high-strength bolts；The edge of a wing of the web of the H profile steel beam and the H profile steel post is attached by the unequal angle with the frictional high-strength bolts.The utility model realizes on-site consolidation, it is to avoid Site Welding, it is to avoid the adverse effect of welding stress and welding deformation to joint behavior；With good resistance to overturning；Install simple, field operation amount is few, improves efficiency of construction.
Description
Technical field
The utility model is related to a kind of construction engineering technical field, especially the company of a kind of new H profile steel post and H profile steel beam
Connect node.
Background technology
With performance excellent under continuous ripe and its complex situations of Steel Structural Design technology, steel building has been got over
More to be favored by people, especially using relatively broad in multilayer and skyscraper.In the practical application of current China
In, steel frame H profile steel post is connected generally by welding with H profile steel beam, although so there is larger rigidity and bearing capacity,
It is very high to weld seam quality requirement；Site Welding labour intensity is big, and weldquality is not readily available the factor section such as guarantee, weld defect
Point is susceptible to brittle break.Simultaneously as its ductility is relatively low, it is possible to cause structure that total Collapse occurs.
Utility model content
The purpose of this utility model is the shortcoming for overcoming prior art to exist, there is provided a kind of no-welding-seam connection, installation side
Just new H steel columns and the connecting node of H profile steel beam, beam are connected with post and are all connected using high-strength bolt, make it existing in construction
Field avoids welding the weld defect for causing, and reduces labour intensity, improves construction quality, and effectively improve the power of node
Learn performance.
To achieve the above object, the technical solution of the utility model is：A kind of connection of new H profile steel post and H profile steel beam
Node, including H profile steel post, H profile steel beam, equal leg angle, unequal angle and frictional high-strength bolts, the H profile steel beam it is upper
Lower flange is arranged symmetrically the equal leg angle；The web left and right sides of the H profile steel beam is arranged symmetrically the unequal angle；Institute
The edge of a wing on the edge of a wing and the H profile steel post of stating H profile steel beam is connected by the equal leg angle with the frictional high-strength bolts
Connect；The edge of a wing of the web of the H profile steel beam and the H profile steel post passes through the unequal angle and the frictional high-strength bolts
It is attached；The H profile steel post, H profile steel beam, equal leg angle and unequal angle are hot-rolled steel section；The equal leg angle is total to
Meter four, is arranged in per side two and symmetrically the upper lower flange of H profile steel beam；The unequal angle amounts to four, per side
Two and symmetrically it is arranged in the web left and right sides of H profile steel beam.
Compared with prior art, the utility model has advantages below：
H profile steel beam and H profile steel post are connected by high-strength friction bolt connection, realize on-site consolidation, it is to avoid existing
Welding, it is to avoid the adverse effect of welding stress and welding deformation to joint behavior；The web of H profile steel beam is high-strength by friction-type
Bolt is connected with unequal angle, increased connection stiffness, enhances the resistance to overturning of structure；Install simple, field operation
Amount is few, improves efficiency of construction；And H profile steel beam can overcome traditional construction scene by prefabrication completely with H profile steel post
Program is cumbersome, and labour intensity is high, the big shortcoming of site operation alignment error.
Brief description of the drawings
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1 is structure axonometric drawing of the present utility model.
Fig. 2 is structural front view of the present utility model.
Fig. 3 is structural side view of the present utility model.
Fig. 4 is structure top view of the present utility model.
In figure：1-H profile steel post, 2-H profile steel beam, 3-equal leg angle, 4-unequal angle, the high-strength spiral shell of 5-friction-type
Bolt.
Specific embodiment
Such as Fig. 1, Fig. 2, Fig. 3, shown in Fig. 4, the utility model is the connecting node of a kind of new H profile steel post and H profile steel beam,
Including：H profile steel post 1, H profile steel beam 2, equal leg angle 3, unequal angle 4 and frictional high-strength bolts 5.The H profile steel beam 2
Upper lower flange be arranged symmetrically the equal leg angle 3；The web left and right sides of the H profile steel beam 2 is arranged symmetrically the inequilateral
Angle steel 4；The edge of a wing of the edge of a wing of the H profile steel beam 2 and the H profile steel post 1 is high-strength with the friction-type by the equal leg angle 3
Bolt 5 is attached；The edge of a wing of the web of the H profile steel beam 2 and the H profile steel post 1 by the unequal angle 4 with it is described
Frictional high-strength bolts 5 are attached；The H profile steel post 1, H profile steel beam 2, equal leg angle 3 and unequal angle 4 are hot rolling
Shaped steel；The equal leg angle 3 amounts to four, is arranged in per side two and symmetrically the upper lower flange of H profile steel beam 2；It is described not
Equal leg angle 4 amounts to four, is arranged in per side two and symmetrically the web left and right sides of H profile steel beam 2.
Claims (4)
1. a kind of connecting node of new H profile steel post and H profile steel beam, including H profile steel post（1）, H profile steel beam（2）, equal leg angle
（3）, unequal angle（4）And frictional high-strength bolts（5）, it is characterised in that：The H profile steel beam（2）Upper lower flange it is symmetrical
Arrange the equal leg angle（3）；The H profile steel beam（2）The web left and right sides be arranged symmetrically the unequal angle（4）；Institute
State H profile steel beam（2）The edge of a wing and the H profile steel post（1）The edge of a wing pass through the equal leg angle（3）With the high-strength spiral shell of the friction-type
Bolt（5）It is attached；The H profile steel beam（2）Web and the H profile steel post（1）The edge of a wing pass through the unequal angle（4）
With the frictional high-strength bolts（5）It is attached.
2. the connecting node of a kind of new H profile steel post according to claim 1 and H profile steel beam, it is characterised in that：The H
Steel column（1）, H profile steel beam（2）, equal leg angle（3）And unequal angle（4）It is hot-rolled steel section.
3. the connecting node of a kind of new H profile steel post according to claim 1 and H profile steel beam, it is characterised in that：It is described etc.
Corner angle（3）Four altogether, every side two is simultaneously symmetrically arranged in H profile steel beam（2）Upper lower flange.
4. the connecting node of a kind of new H profile steel post according to claim 1 and H profile steel beam, it is characterised in that：It is described not
Equal leg angle（4）Four altogether, every side two is simultaneously symmetrically arranged in H profile steel beam（2）The web left and right sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621292863.1U CN206279622U (en) | 2016-11-29 | 2016-11-29 | A kind of connecting node of new H profile steel post and H profile steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621292863.1U CN206279622U (en) | 2016-11-29 | 2016-11-29 | A kind of connecting node of new H profile steel post and H profile steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206279622U true CN206279622U (en) | 2017-06-27 |
Family
ID=59075137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621292863.1U Expired - Fee Related CN206279622U (en) | 2016-11-29 | 2016-11-29 | A kind of connecting node of new H profile steel post and H profile steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206279622U (en) |
Cited By (26)
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|---|---|---|---|---|
| CN107268825A (en) * | 2017-08-23 | 2017-10-20 | 陈云 | Self-resetting beam column friction energy-dissipating node |
| CN107338883A (en) * | 2017-08-03 | 2017-11-10 | 安徽奥睿德科技发展有限公司 | A kind of load force strengthens trailing arm |
| CN107386446A (en) * | 2017-09-01 | 2017-11-24 | 江苏科技大学 | A kind of beam-column connection and connection method for faced wall pillar cold formed steel structure |
| CN107435455A (en) * | 2017-08-23 | 2017-12-05 | 陈云 | Self-resetting steel frame |
| CN107435388A (en) * | 2017-06-30 | 2017-12-05 | 江苏科技大学 | Complete prefabricated lightgage steel joist combination wall column collaboration member in shear memory and assembly method |
| CN107503437A (en) * | 2017-08-31 | 2017-12-22 | 美联钢结构建筑系统(上海)股份有限公司 | A kind of modular architectural attachment structure |
| CN107905577A (en) * | 2017-11-10 | 2018-04-13 | 华为数字技术（苏州）有限公司 | Babinet and container data center |
| CN108708458A (en) * | 2018-06-19 | 2018-10-26 | 南阳师范学院 | It is a kind of to be suitable for the bolted and welded connection node that beam column is H profile steel |
| CN108824918A (en) * | 2018-07-22 | 2018-11-16 | 北京工业大学 | Self-resetting can assemble the girder pre-stressed accentric support steel frame of multistage after shake |
| CN109024881A (en) * | 2018-07-22 | 2018-12-18 | 北京工业大学 | Self-resetting can assemble multistage beam accentric support steel frame after shake |
| CN109057014A (en) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | Self-resetting can assemble multistage joist steel frame after shake |
| CN109057013A (en) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | Self-resetting can assemble multistage beam concentrically braced steel frame after shake |
| CN109057012A (en) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | Self-resetting can assemble multistage beam center pre-loaded support struts steel frame after shake |
| CN109208774A (en) * | 2018-07-22 | 2019-01-15 | 北京工业大学 | Self-resetting can assemble multistage beam shear wall steel frame after shake |
| CN109386525A (en) * | 2017-08-09 | 2019-02-26 | 森科嘉株式会社 | The reinforcement structure and strengthening part for the structural body being made of column and beam |
| CN109555230A (en) * | 2018-11-29 | 2019-04-02 | 青岛理工大学 | Structural framing assembly node is partially filled with recovery function |
| CN109958198A (en) * | 2019-04-29 | 2019-07-02 | 福州大学 | Full assembled friction energy-dissipating Self-resetting bean column node and its assembly method |
| CN110258795A (en) * | 2019-05-31 | 2019-09-20 | 清华大学 | A kind of complete bolted prefabricated assembled bean column node |
| CN110306662A (en) * | 2019-06-17 | 2019-10-08 | 同济大学 | A kind of low damage web friction energy-dissipating bean column node of Self-resetting |
| CN110512737A (en) * | 2019-08-28 | 2019-11-29 | 南华大学 | A kind of steel Bolted angle connection H-type section FRP bean column node and attaching method thereof |
| CN110777936A (en) * | 2019-11-22 | 2020-02-11 | 东华理工大学 | Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam |
| CN111173135A (en) * | 2020-02-25 | 2020-05-19 | 华川建设集团有限公司 | H-shaped steel beam and H-shaped steel column strong shaft assembled node and construction method |
| CN111395652A (en) * | 2020-04-01 | 2020-07-10 | 尤立亚 | H-shaped steel with height adjusting function |
| CN112814156A (en) * | 2021-01-06 | 2021-05-18 | 重庆沫梦硕科技有限公司 | Steel structure node connecting device |
| CN115492122A (en) * | 2022-09-23 | 2022-12-20 | 中冶华天南京工程技术有限公司 | Fabricated lateral force resisting bracket for deep foundation pit section steel support and construction method |
| CN116556506A (en) * | 2023-01-12 | 2023-08-08 | 浙江大地钢结构有限公司 | Assembled cold-formed thin-walled steel structure house system |
-
2016
- 2016-11-29 CN CN201621292863.1U patent/CN206279622U/en not_active Expired - Fee Related
Cited By (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435388A (en) * | 2017-06-30 | 2017-12-05 | 江苏科技大学 | Complete prefabricated lightgage steel joist combination wall column collaboration member in shear memory and assembly method |
| CN107435388B (en) * | 2017-06-30 | 2019-09-03 | 江苏科技大学 | Complete prefabricated lightgage steel joist faced wall-column collaboration member in shear memory and assembly method |
| CN107338883A (en) * | 2017-08-03 | 2017-11-10 | 安徽奥睿德科技发展有限公司 | A kind of load force strengthens trailing arm |
| CN109386525A (en) * | 2017-08-09 | 2019-02-26 | 森科嘉株式会社 | The reinforcement structure and strengthening part for the structural body being made of column and beam |
| CN107435455A (en) * | 2017-08-23 | 2017-12-05 | 陈云 | Self-resetting steel frame |
| CN107268825A (en) * | 2017-08-23 | 2017-10-20 | 陈云 | Self-resetting beam column friction energy-dissipating node |
| CN107503437A (en) * | 2017-08-31 | 2017-12-22 | 美联钢结构建筑系统(上海)股份有限公司 | A kind of modular architectural attachment structure |
| CN107386446A (en) * | 2017-09-01 | 2017-11-24 | 江苏科技大学 | A kind of beam-column connection and connection method for faced wall pillar cold formed steel structure |
| CN107905577A (en) * | 2017-11-10 | 2018-04-13 | 华为数字技术（苏州）有限公司 | Babinet and container data center |
| CN108708458A (en) * | 2018-06-19 | 2018-10-26 | 南阳师范学院 | It is a kind of to be suitable for the bolted and welded connection node that beam column is H profile steel |
| CN109057014A (en) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | Self-resetting can assemble multistage joist steel frame after shake |
| CN109057013A (en) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | Self-resetting can assemble multistage beam concentrically braced steel frame after shake |
| CN109057012A (en) * | 2018-07-22 | 2018-12-21 | 北京工业大学 | Self-resetting can assemble multistage beam center pre-loaded support struts steel frame after shake |
| CN109208774A (en) * | 2018-07-22 | 2019-01-15 | 北京工业大学 | Self-resetting can assemble multistage beam shear wall steel frame after shake |
| CN109024881A (en) * | 2018-07-22 | 2018-12-18 | 北京工业大学 | Self-resetting can assemble multistage beam accentric support steel frame after shake |
| CN108824918A (en) * | 2018-07-22 | 2018-11-16 | 北京工业大学 | Self-resetting can assemble the girder pre-stressed accentric support steel frame of multistage after shake |
| CN109555230A (en) * | 2018-11-29 | 2019-04-02 | 青岛理工大学 | Structural framing assembly node is partially filled with recovery function |
| CN109958198A (en) * | 2019-04-29 | 2019-07-02 | 福州大学 | Full assembled friction energy-dissipating Self-resetting bean column node and its assembly method |
| CN110258795A (en) * | 2019-05-31 | 2019-09-20 | 清华大学 | A kind of complete bolted prefabricated assembled bean column node |
| CN110306662A (en) * | 2019-06-17 | 2019-10-08 | 同济大学 | A kind of low damage web friction energy-dissipating bean column node of Self-resetting |
| CN110512737A (en) * | 2019-08-28 | 2019-11-29 | 南华大学 | A kind of steel Bolted angle connection H-type section FRP bean column node and attaching method thereof |
| CN110777936A (en) * | 2019-11-22 | 2020-02-11 | 东华理工大学 | Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam |
| CN111173135A (en) * | 2020-02-25 | 2020-05-19 | 华川建设集团有限公司 | H-shaped steel beam and H-shaped steel column strong shaft assembled node and construction method |
| CN111173135B (en) * | 2020-02-25 | 2021-05-04 | 华川建设集团有限公司 | H-shaped steel beam and H-shaped steel column strong shaft assembled node and construction method |
| CN111395652A (en) * | 2020-04-01 | 2020-07-10 | 尤立亚 | H-shaped steel with height adjusting function |
| CN112814156A (en) * | 2021-01-06 | 2021-05-18 | 重庆沫梦硕科技有限公司 | Steel structure node connecting device |
| CN115492122A (en) * | 2022-09-23 | 2022-12-20 | 中冶华天南京工程技术有限公司 | Fabricated lateral force resisting bracket for deep foundation pit section steel support and construction method |
| CN116556506A (en) * | 2023-01-12 | 2023-08-08 | 浙江大地钢结构有限公司 | Assembled cold-formed thin-walled steel structure house system |
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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: 20170627 Termination date: 20171129 |
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| CF01 | Termination of patent right due to non-payment of annual fee |