CN204590258U - A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node - Google Patents
A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node Download PDFInfo
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- CN204590258U CN204590258U CN201520014224.8U CN201520014224U CN204590258U CN 204590258 U CN204590258 U CN 204590258U CN 201520014224 U CN201520014224 U CN 201520014224U CN 204590258 U CN204590258 U CN 204590258U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 95
- 239000010959 steel Substances 0.000 claims abstract description 95
- 230000000875 corresponding Effects 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 6
- 238000005452 bending Methods 0.000 abstract description 3
- 238000007906 compression Methods 0.000 abstract description 3
- 238000010008 shearing Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node, relate to a kind of building node, the utility model supports and bears axial load, easy unstability during pressurized, when same cross-sectional area, planar, outward relatively, and I-shaped difference is larger for the radius of gyration of box section, and box section has the ability bearing very large axial compression; And i section steel beam is strong to bending and shearing supporting capacity.Adopt i section steel beam and box-shaped support can make full use of respective cross section property.The utility model makes full use of the cross section property of component, adopt box-shaped support and i section steel beam, only in the certain limit of junction, the both sides of I-shaped cross-section are increased twice floor, support can directly be welded on the steel column and girder steel that are attached thereto, and these structures can manufacture in factory entirely, save steel, save construction costs.
Description
Technical field
The utility model relates to one, particularly relates to a kind ofly being suitable for the lower end that box-shaped support is connected with i-shaped roof beam and building node.
Background technology
Radius of gyration in I-steel member section plane is much larger than out-of-plane radius of gyration, and the inside and outside radius of gyration of box-shaped steel beam column plane is more or less the same, when cross sectional area is identical, box-shaped steel beam column bears large many of the ability of axial compression or press-bending than I-steel component, therefore, under identical supporting capacity, cross section and the I-shaped cross-section of box-shaped steel beam column are little.
Steel work is because its intensity is high, from heavy and light, anti-seismic performance is good, and it is high that industrialization makes degree, the features such as job site is easy for installation, speed of application is fast, is now developed business gradually and accepts, especially high intensity Zone, and steel construction, structure are more and more.Unbraced frames steel work rigidity is relatively weak, the height being suitable for building is relatively low, and steel frame---Bracing Systems maxi-mum height much larger than pure steel frame structure, the section form of support and support connected mode also one of the important feature becoming structure design with framework.
Vierendeel girder mainly bears the bending and shearing that load of floor and horizontal loading transmit, and adopts i section steel beam namely to meet requirement for bearing capacity, again constructability, cost-saving; But support assume responsibility for huge axial compression, if employing I-shaped cross-section, because I-shaped cross-section exists strong and weak axle, the cross section of so I-shaped support can be very large or steel plate thickness is thicker, uneconomical and the problem of a series of structure or the construction technology aspect produced because cross section is large or steel plate is thick can be caused, adopt box section if support, then relatively little cross section or thinner steel plate thickness can be used just can to meet the requirement of bearing capacity.Therefore the structural form selecting i section steel beam and box section to support, get final product saving steel, reduce costs, again can constructability.
Summary of the invention
The purpose of this utility model is to provide a kind of and is suitable for the lower end that box-shaped support is connected with i-shaped roof beam and builds node, the utility model adopts i section steel beam and box-shaped support, only in the certain limit of junction by position corresponding for box-shaped support two side, i section steel beam both sides, set up twice floor, the wasting of resources that the connection of the connection or box steel beam and box-shaped support that solve traditional i section steel beam and I-shaped support causes, complex structure, deficiency that cost is high.
The purpose of this utility model is achieved through the following technical solutions:
A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node, described node comprises steel column, box-shaped support, i section steel beam, the outermost end of twice floor is increased after connected node place i section steel beam, the first floor that box-shaped support top and bottom sidewall is corresponding, the second floor that on steel column, girder steel is corresponding with post with support wall in order, the trislab increased after on the i section steel beam that Nodes is corresponding with box-shaped support sidewall, be supported on the corner cut of steel column and girder steel touching position, i section steel beam is connected with box-shaped support, i section steel beam both sides increase twice steel plate thickness with the identical floor of box-shaped support two side thickness, this floor to stretch out the girder steel depth of section of 0.5 times along supporting the outermost floor connected with girder steel, the sidewall supported welds mutually with steel beam surface.
Described be a kind ofly suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node, described box-shaped support and i section steel beam, steel column are welded to connect.
Described be a kind ofly suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node, described second floor and steel column are welded to connect, and the first floor, trislab and i section steel beam are welded to connect.
Advantage of the present utility model and effect are:
1. make full use of the cross section property of component, adopt box-shaped bracing members, reduce the sectional dimension supported.
2. only in junction, the both sides of i section steel beam are increased twice floor.
3. adopt comparatively primary structural component sectional dimension, simple structure, save material, reduce construction cost.
Accompanying drawing explanation
Fig. 1 is a kind of joint form being suitable for box-shaped support and being connected lower end node with i-shaped roof beam of the utility model;
Fig. 2 is a kind of side form being suitable for box-shaped support and being connected lower end node with i-shaped roof beam of the utility model;
Fig. 3 is a kind of box-shaped support being suitable for box-shaped support and being connected lower end node with i-shaped roof beam of the utility model;
Fig. 4 is a kind of i section steel beam being suitable for box-shaped support and being connected lower end node with i-shaped roof beam of the utility model;
Fig. 5 is a kind of box-shaped support cross section being suitable for box-shaped support and being connected lower end node with i-shaped roof beam of the utility model;
Fig. 6 is a kind of junction girder steel section form being suitable for box-shaped support and being connected lower end node with i-shaped roof beam of the utility model.
Detailed description of the invention
Below in conjunction with embodiment, the utility model is described in detail.
The utility model i section steel beam and box-shaped support junction, twice steel plate thickness is increased with the identical floor of box-shaped support two side thickness in i section steel beam both sides, in order to the stress reducing Nodes is concentrated, this floor to be stretched out the girder steel depth of section of 0.5 times along supporting the outermost floor connected with girder steel, the girder steel of this Nodes can machine in advance in steel work factory.At the construction field (site), the sidewall of support is welded mutually with steel beam surface.
The utility model adopts i section steel beam and box-shaped support, only in the certain limit of junction by position corresponding for box-shaped support two side, i section steel beam both sides, set up twice floor, refer to accompanying drawing 1 ~ Fig. 6.The utility model patent: by steel column 1, box-shaped support 2, i section steel beam 3, the outermost end 4 of twice floor is increased after connected node place i section steel beam, the floor 5 that box-shaped support top and bottom sidewall is corresponding, the floor 6 that on steel column, girder steel is corresponding with post with support wall in order, the floor 7 increased after on the i section steel beam that Nodes is corresponding with box-shaped support sidewall, the corner cut 8 being supported on steel column and girder steel touching position forms, wherein connected node place floor 5 and the distance of rear increasing floor 7 are the girder steel height of 0.5 times, support 2 and i section steel beam 3, the strong weld such as steel column 1 connect, floor 6 and steel column 1 are welded to connect in steel work processing factory, floor 5, floor 7 and i section steel beam 3 are welded to connect in steel work processing factory, refer to accompanying drawing 1 ~ Fig. 6.
All can perform by the specifications such as " seismic design provision in building code " (GB50011-2010), " Technical Specification for Steel Structure of Tall Buildings " (JGJ99-98), " Code for design of steel structures " (GB50017-2014), code about the requirement of steel column, girder steel, support, welding for steel structure, design, processing and construction in the utility model.
Claims (3)
1. one kind is suitable for the lower end that box-shaped support is connected with i-shaped roof beam and builds node, it is characterized in that, described node comprises steel column (1), box-shaped support (2), i section steel beam (3), the outermost end (4) of twice floor is increased after connected node place i section steel beam, the first floor (5) that box-shaped support top and bottom sidewall is corresponding, the second floor (6) that on steel column, girder steel is corresponding with post with support wall in order, the trislab (7) increased after on the i section steel beam that Nodes is corresponding with box-shaped support sidewall, be supported on the corner cut (8) of steel column and girder steel touching position, i section steel beam is connected with box-shaped support, i section steel beam both sides increase twice steel plate thickness with the identical floor of box-shaped support two side thickness, this floor to stretch out the girder steel depth of section of 0.5 times along supporting the outermost floor connected with girder steel, the sidewall supported welds mutually with steel beam surface.
2. be according to claim 1ly a kind ofly suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node, it is characterized in that, described box-shaped support (2) and i section steel beam (3), steel column (1) are welded to connect.
3. be according to claim 1ly a kind ofly suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node, it is characterized in that, described second floor (6) and steel column (1) are welded to connect, and the first floor (5), trislab (7) and i section steel beam (3) are welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520014224.8U CN204590258U (en) | 2015-01-09 | 2015-01-09 | A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520014224.8U CN204590258U (en) | 2015-01-09 | 2015-01-09 | A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204590258U true CN204590258U (en) | 2015-08-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520014224.8U Expired - Fee Related CN204590258U (en) | 2015-01-09 | 2015-01-09 | A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204590258U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759930A (en) * | 2016-11-30 | 2017-05-31 | 中国二十二冶集团有限公司 | Bracing members and precast wall panel connection method |
| CN113235733A (en) * | 2021-04-13 | 2021-08-10 | 山东电力工程咨询院有限公司 | Inter-column support and steel column connection node structure and method |
-
2015
- 2015-01-09 CN CN201520014224.8U patent/CN204590258U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759930A (en) * | 2016-11-30 | 2017-05-31 | 中国二十二冶集团有限公司 | Bracing members and precast wall panel connection method |
| CN113235733A (en) * | 2021-04-13 | 2021-08-10 | 山东电力工程咨询院有限公司 | Inter-column support and steel column connection node structure and method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150826 Termination date: 20220109 |