CN104060699A - Assembled beam and column connecting device with ribbed plate T-shaped part - Google Patents
Assembled beam and column connecting device with ribbed plate T-shaped part Download PDFInfo
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- CN104060699A CN104060699A CN201410339488.0A CN201410339488A CN104060699A CN 104060699 A CN104060699 A CN 104060699A CN 201410339488 A CN201410339488 A CN 201410339488A CN 104060699 A CN104060699 A CN 104060699A
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 6
- 230000007547 defect Effects 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000002910 structure generation Methods 0.000 description 1
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Abstract
The invention belongs to the technical field of constructional engineering equipment, and relates to a beam-column connecting device of an assembled T-shaped part with a ribbed plate, wherein flanges of the T-shaped part with the ribbed plate are arranged on the left side and the right side of the upper end and the lower end of an H-shaped steel column, a web of the T-shaped part with the ribbed plate is connected in the middle of the flange of the T-shaped part with the ribbed plate, and a ribbed plate of the T-shaped part with the ribbed plate is connected at a right-angle corner formed by the flange of the T-shaped; bolt holes matched with the second high-strength bolts are reserved in flanges of the H-shaped steel column and the T-shaped part with the rib plate, and the flange of the T-shaped part with the rib plate is vertically and fixedly installed on the H-shaped steel column through the second high-strength bolts; bolt holes matched with the first high-strength bolts are reserved in the steel beam lower flange, the steel beam upper flange and the web plate of the ribbed plate T-shaped piece, and the web plate of the ribbed plate T-shaped piece is fixedly installed on the steel beam lower flange and the steel beam upper flange respectively in the horizontal direction through the first high-strength bolts; the installation is simple, and construction speed is fast, and construction cost is low, can effectively improve node mechanical properties, increases node rigidity.
Description
Technical field
The invention belongs to building engineering equipment technical field, relate to the splicing node structure that a kind of Column Joint high-strength bolt connects, particularly beam and the post linkage of T-shaped of a kind of assembly type ribbed plate.
Background technology:
At present, steel frame H steel column generally adopts bolt weldering to mix syndeton form with H shaped steel beam connected node, high-strength bolt by web when Liang Yuzhu connects passes to pillar by beam-ends vertical shear, beam-ends moment of flexure passes to pillar by two between the upper and lower edge of a wing of beam and pillar horizontal groove weld seams, these two horizontal groove weld seams need to adopt on-the-spot welding, and butt welded seam quality requirement is very high; Site Welding labour intensity is large, and weldquality is not easy to be guaranteed, and because potential weld defect very easily makes connected node place, brittle fracture occurs, and likely cause structure generation total Collapse under severe earthquake action.
Summary of the invention:
The object of the invention is to overcome the shortcoming that prior art exists, seeking design provides beam and the post linkage of T-shaped of a kind of assembly type ribbed plate, Liang Yuzhu connects all combination assembled high-strength bolts of employing and connects, the weld defect that makes it avoid at the construction field (site) welding to cause, reduce labour intensity, improve construction quality, and a side of T-shaped is shaped with deep floor, can effectively improve node mechanical property, this syndeton mode is applicable to H steel column and H section steel beam cross section.
To achieve these goals, agent structure of the present invention comprises the web of T-shaped of the edge of a wing of T-shaped of floor, ribbed plate of T-shaped of H steel column, girder steel top flange, girder steel bottom flange, the first high-strength bolt, the second high-strength bolt, ribbed plate and ribbed plate; The left and right sides of H steel column upper and lower side is all vertically provided with the edge of a wing of T-shaped of ribbed plate, the by-level on the edge of a wing that ribbed plate is T-shaped is connected with the web of T-shaped of ribbed plate, the right angle corner place that web that the edge of a wing that ribbed plate is T-shaped and ribbed plate are T-shaped forms is connected with the floor of T-shaped of ribbed plate, and the web that the edge of a wing that the floor that ribbed plate is T-shaped, ribbed plate are T-shaped and ribbed plate are T-shaped constitutes T-shaped of ribbed plate; On the edge of a wing that H steel column and ribbed plate are T-shaped, reserve and be shaped with the bolt hole coordinating with the second high-strength bolt, the edge of a wing that ribbed plate is T-shaped is vertically fixedly mounted on H steel column by the second high-strength bolt; Reservedly on the web that girder steel bottom flange, girder steel top flange and ribbed plate are T-shaped be shaped with the bolt hole coordinating with the first high-strength bolt, the web that ribbed plate is T-shaped is fixedly mounted on respectively on girder steel bottom flange and girder steel top flange by the first high-strength bolt along continuous straight runs.
The present invention compared with prior art, H section steel beam adopts high-strength bolt to connect with being connected of H steel column and realizes on-site consolidation, avoid Site Welding, avoid welding stress and welding deformation to have a negative impact to node mechanical property, this joint form is applicable to the splicing of H steel column and H section steel beam, install simple, speed of application is fast, and construction cost is low, and a side of T-shaped is shaped with deep floor, can effectively improve node mechanical property, increase node rigidity.
Accompanying drawing explanation:
Fig. 1 is agent structure principle schematic of the present invention.
Fig. 2 is T-shaped structural principle schematic diagram of ribbed plate of the present invention.
The specific embodiment:
Below by embodiment, also 1 and 2 be described further by reference to the accompanying drawings.
Embodiment:
The agent structure of the present embodiment comprises the web 8 of T-shaped of the edge of a wing 7 of T-shaped of floor 6, ribbed plate of T-shaped of H steel column 1, girder steel top flange 2, girder steel bottom flange 3, the first high-strength bolt 4, the second high-strength bolt 5, ribbed plate and ribbed plate; The left and right sides of H steel column 1 upper and lower side is all vertically provided with the edge of a wing 7 of T-shaped of ribbed plate, the by-level on the edge of a wing 7 that ribbed plate is T-shaped is connected with the web 8 of T-shaped of ribbed plate, the right angle corner place that the web 8 that the edge of a wing 7 that ribbed plate is T-shaped and ribbed plate are T-shaped forms is connected with the floor 6 of T-shaped of ribbed plate, the web 8 that the edge of a wing 7 that floor 6, ribbed plate that ribbed plate is T-shaped are T-shaped and ribbed plate are T-shaped constitutes T-shaped of ribbed plate, the floor 6 that ribbed plate is T-shaped is as strengthening plate, reduce the distortion of T-shaped of ribbed plate, increase the rigidity of T-shaped of ribbed plate; On the edge of a wing 7 that H steel column 1 and ribbed plate are T-shaped, reserve and be shaped with the bolt hole coordinating with the second high-strength spiral shell 5 bolts, the edge of a wing 7 that ribbed plate is T-shaped is vertically fixedly mounted on H steel column 1 by the second high-strength bolt 5; Reservedly on the web 8 that girder steel bottom flange 3, girder steel top flange 2 and ribbed plate are T-shaped be shaped with the bolt hole coordinating with the first high-strength bolt 4, the web 8 that ribbed plate is T-shaped is fixedly mounted on respectively on girder steel bottom flange 3 and girder steel top flange 2 by the first high-strength bolt 4 along continuous straight runs.
When the present embodiment is installed, first the edge of a wing 7 of T-shaped of four ribbed plates is realized affixed by the second high-strength bolt 5 with H steel column 1; By the first high-strength bolt 4, girder steel top flange 2, girder steel bottom flange 3 and T-shaped web 8 are realized again affixedly, completed this splicing; The floor 6 that ribbed plate is T-shaped, for node provides reinforcement plate, reduces the distortion of T-shaped, increases the rigidity of T-shaped and node.
Claims (1)
1. beam and the post linkage of T-shaped of assembly type ribbed plate, is characterized in that agent structure comprises the web of T-shaped of the edge of a wing of T-shaped of floor, ribbed plate of T-shaped of H steel column, girder steel top flange, girder steel bottom flange, the first high-strength bolt, the second high-strength bolt, ribbed plate and ribbed plate; The left and right sides of H steel column upper and lower side is all vertically provided with the edge of a wing of T-shaped of ribbed plate, the by-level on the edge of a wing that ribbed plate is T-shaped is connected with the web of T-shaped of ribbed plate, the right angle corner place that web that the edge of a wing that ribbed plate is T-shaped and ribbed plate are T-shaped forms is connected with the floor of T-shaped of ribbed plate, and the web that the edge of a wing that the floor that ribbed plate is T-shaped, ribbed plate are T-shaped and ribbed plate are T-shaped constitutes T-shaped of ribbed plate; On the edge of a wing that H steel column and ribbed plate are T-shaped, reserve and be shaped with the bolt hole coordinating with the second high-strength bolt, the edge of a wing that ribbed plate is T-shaped is vertically fixedly mounted on H steel column by the second high-strength bolt; Reservedly on the web that girder steel bottom flange, girder steel top flange and ribbed plate are T-shaped be shaped with the bolt hole coordinating with the first high-strength bolt, the web that ribbed plate is T-shaped is fixedly mounted on respectively on girder steel bottom flange and girder steel top flange by the first high-strength bolt along continuous straight runs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410339488.0A CN104060699A (en) | 2014-07-16 | 2014-07-16 | Assembled beam and column connecting device with ribbed plate T-shaped part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410339488.0A CN104060699A (en) | 2014-07-16 | 2014-07-16 | Assembled beam and column connecting device with ribbed plate T-shaped part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104060699A true CN104060699A (en) | 2014-09-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410339488.0A Pending CN104060699A (en) | 2014-07-16 | 2014-07-16 | Assembled beam and column connecting device with ribbed plate T-shaped part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104060699A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358351A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | High-strength steel beam convenient to mount |
| CN104358350A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | High-strength light H-shaped steel beam |
| CN104358353A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Light corrosion-resistant composite steel structure beam |
| CN104358313A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Steel structure frame of house |
| CN105971118A (en) * | 2016-06-12 | 2016-09-28 | 长安大学 | Rectangular steel pipe column and H-shaped steel beam inner sleeve type unilateral bolt connection node |
| CN106759885A (en) * | 2016-12-05 | 2017-05-31 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
| CN109208758A (en) * | 2018-11-15 | 2019-01-15 | 辽宁工程技术大学 | A kind of X-shaped rib steel beam-column joint reinforcing device |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201535015U (en) * | 2009-07-31 | 2010-07-28 | 宝山钢铁股份有限公司 | Connecting node of outer sleeve-type square and rectangular steel pipe column and H-shaped steel beam |
| CN101812872A (en) * | 2010-05-06 | 2010-08-25 | 福州大学 | Easily repaired steel-structure beam-column node |
| CN201671187U (en) * | 2010-06-12 | 2010-12-15 | 哈尔滨工业大学 | Buckling restrained braced energy dissipation beam column joint |
| CN201826396U (en) * | 2010-09-19 | 2011-05-11 | 南京工业大学 | Rectangular steel pipe column and I-shaped steel beam outer sleeve steel plate bolt connection node |
| JP4695790B2 (en) * | 2001-08-31 | 2011-06-08 | 前田建設工業株式会社 | Beam-column joint structure |
| CN102635166A (en) * | 2012-05-11 | 2012-08-15 | 沈阳建筑大学 | Connecting node of square steel pipe column and H-shaped steel beams |
| CN202627215U (en) * | 2012-06-29 | 2012-12-26 | 中国建筑股份有限公司 | Major axis variable beam height assembling type node of H steel beam and H steel column |
| CN203947597U (en) * | 2014-07-16 | 2014-11-19 | 青岛理工大学 | Assembled beam and column connecting device with ribbed plate T-shaped part |
-
2014
- 2014-07-16 CN CN201410339488.0A patent/CN104060699A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4695790B2 (en) * | 2001-08-31 | 2011-06-08 | 前田建設工業株式会社 | Beam-column joint structure |
| CN201535015U (en) * | 2009-07-31 | 2010-07-28 | 宝山钢铁股份有限公司 | Connecting node of outer sleeve-type square and rectangular steel pipe column and H-shaped steel beam |
| CN101812872A (en) * | 2010-05-06 | 2010-08-25 | 福州大学 | Easily repaired steel-structure beam-column node |
| CN201671187U (en) * | 2010-06-12 | 2010-12-15 | 哈尔滨工业大学 | Buckling restrained braced energy dissipation beam column joint |
| CN201826396U (en) * | 2010-09-19 | 2011-05-11 | 南京工业大学 | Rectangular steel pipe column and I-shaped steel beam outer sleeve steel plate bolt connection node |
| CN102635166A (en) * | 2012-05-11 | 2012-08-15 | 沈阳建筑大学 | Connecting node of square steel pipe column and H-shaped steel beams |
| CN202627215U (en) * | 2012-06-29 | 2012-12-26 | 中国建筑股份有限公司 | Major axis variable beam height assembling type node of H steel beam and H steel column |
| CN203947597U (en) * | 2014-07-16 | 2014-11-19 | 青岛理工大学 | Assembled beam and column connecting device with ribbed plate T-shaped part |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358351A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | High-strength steel beam convenient to mount |
| CN104358350A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | High-strength light H-shaped steel beam |
| CN104358353A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Light corrosion-resistant composite steel structure beam |
| CN104358313A (en) * | 2014-10-28 | 2015-02-18 | 四川华铁钢结构有限公司 | Steel structure frame of house |
| CN105971118A (en) * | 2016-06-12 | 2016-09-28 | 长安大学 | Rectangular steel pipe column and H-shaped steel beam inner sleeve type unilateral bolt connection node |
| CN106759885A (en) * | 2016-12-05 | 2017-05-31 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
| CN106759885B (en) * | 2016-12-05 | 2019-01-29 | 西南科技大学 | Cold formed steel structure house inner wall structural system |
| CN109208758A (en) * | 2018-11-15 | 2019-01-15 | 辽宁工程技术大学 | A kind of X-shaped rib steel beam-column joint reinforcing device |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140924 |