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 PDF

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Publication number
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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shaped
ribbed
shaped piece
ribbed plate
flange
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CN201410339488.0A
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Chinese (zh)
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王燕
李会蕊
刘秀丽
郁有升
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Qingdao University of Technology
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Qingdao University of Technology
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Abstract

本发明属于建筑工程设备技术领域,涉及一种组装式带肋板T型件的梁与柱连接装置,H型钢柱上下端的左右两侧均安装有带肋板T型件的翼缘,带肋板T型件的翼缘的中间连接有带肋板T型件的腹板,带肋板T型件的翼缘和带肋板T型件的腹板形成的直角拐角处连接有带肋板T型件的肋板;H型钢柱和带肋板T型件的翼缘上预留制有与第二高强螺栓配合的螺栓孔,带肋板T型件的翼缘通过第二高强螺栓竖向固定安装在H型钢柱;钢梁下翼缘、钢梁上翼缘和带肋板T型件的腹板上预留制有与第一高强螺栓配合的螺栓孔,带肋板T型件的腹板通过第一高强螺栓沿水平方向分别固定安装在钢梁下翼缘和钢梁上翼缘上;安装简单,施工速度快,施工成本低,可有效改善节点力学性能,增加节点刚度。

The invention belongs to the technical field of construction engineering equipment, and relates to a beam-to-column connecting device of an assembled ribbed T-shaped piece. The web of the ribbed T-shaped piece is connected in the middle of the flange of the plate T-shaped piece, and the right-angled corner formed by the flange of the ribbed T-shaped piece and the web of the ribbed T-shaped piece is connected with a ribbed plate The rib plate of the T-shaped piece; bolt holes for matching with the second high-strength bolts are reserved on the flange of the H-shaped steel column and the ribbed T-shaped piece, and the flange of the T-shaped piece with ribbed plate passes through the second high-strength bolt vertically. It is fixedly installed on the H-shaped steel column; the lower flange of the steel beam, the upper flange of the steel beam and the web of the ribbed T-shaped piece are reserved with bolt holes for matching with the first high-strength bolts, and the web of the ribbed T-shaped piece The plates are respectively fixed and installed on the lower flange of the steel beam and the upper flange of the steel beam along the horizontal direction through the first high-strength bolts; the installation is simple, the construction speed is fast, and the construction cost is low, which can effectively improve the mechanical properties of the joints and increase the joint stiffness.

Description

一种组装式带肋板T型件的梁与柱连接装置A Beam-to-Column Connecting Device of an Assembled Ribbed T-shaped Part

技术领域technical field

本发明属于建筑工程设备技术领域,涉及一种钢框架节点高强度螺栓连接的拼接节点结构,特别是一种组装式带肋板T型件的梁与柱连接装置。The invention belongs to the technical field of construction engineering equipment, and relates to a splicing node structure connected by high-strength bolts of steel frame nodes, in particular to a beam-to-column connection device of an assembled ribbed T-shaped piece.

背景技术:Background technique:

目前,钢框架H型钢柱与H型钢梁连接节点一般采用栓焊混合连接结构形式,梁与柱连接时通过梁腹板的高强螺栓将梁端竖向剪力传递给柱子,梁端弯矩则通过梁上、下翼缘与柱子之间的两条水平剖口焊缝传递给柱子,这两条水平剖口焊缝需要采用现场施焊,对焊缝质量要求很高;现场焊接劳动强度大,焊缝质量不容易得到保证,在强震作用下由于潜在的焊缝缺陷极易使连接节点处发生脆性破坏,并有可能导致结构发生整体倒塌。At present, the connection joints between steel frame H-shaped steel columns and H-shaped steel beams generally adopt the form of bolted and welded hybrid connection structure. The two horizontal sectional welds between the upper and lower flanges of the beam and the column are transmitted to the column. These two horizontal sectional welds need to be welded on site, and the quality of the welds is very high; the labor intensity of on-site welding The quality of the weld is not easy to be guaranteed. Under strong earthquakes, due to potential weld defects, it is very easy to cause brittle failure at the connection joints, and may lead to the overall collapse of the structure.

发明内容:Invention content:

本发明的目的在于克服现有技术存在的缺点,寻求设计提供一种组装式带肋板T型件的梁与柱连接装置,梁与柱连接全部采用组合装配式高强螺栓连接,使其在施工现场避免焊接造成的焊缝缺陷,降低劳动强度,提高施工质量,且T型件的一侧制有加强肋板,可以有效改善节点力学性能,该连接结构方式适用于H型钢柱和H型钢梁截面。The purpose of the present invention is to overcome the shortcomings of the prior art, and seek to design and provide a beam-to-column connection device for an assembled ribbed T-shaped piece. Avoid weld defects caused by welding on site, reduce labor intensity, and improve construction quality, and one side of the T-shaped piece is made with a reinforced rib plate, which can effectively improve the mechanical properties of the joints. This connection structure is suitable for H-shaped steel columns and H-shaped steel beam section.

为了实现上述目的,本发明的主体结构包括H型钢柱、钢梁上翼缘、钢梁下翼缘、第一高强螺栓、第二高强螺栓、带肋板T型件的肋板、带肋板T型件的翼缘和带肋板T型件的腹板;H型钢柱上下端的左右两侧均竖向安装有带肋板T型件的翼缘,带肋板T型件的翼缘的中间水平连接有带肋板T型件的腹板,带肋板T型件的翼缘和带肋板T型件的腹板形成的直角拐角处连接有带肋板T型件的肋板,带肋板T型件的肋板、带肋板T型件的翼缘和带肋板T型件的腹板组合构成带肋板T型件;H型钢柱和带肋板T型件的翼缘上预留制有与第二高强螺栓配合的螺栓孔,带肋板T型件的翼缘通过第二高强螺栓竖向固定安装在H型钢柱;钢梁下翼缘、钢梁上翼缘和带肋板T型件的腹板上预留制有与第一高强螺栓配合的螺栓孔,带肋板T型件的腹板通过第一高强螺栓沿水平方向分别固定安装在钢梁下翼缘和钢梁上翼缘上。In order to achieve the above object, the main structure of the present invention includes H-shaped steel columns, steel beam upper flange, steel beam lower flange, first high-strength bolts, second high-strength bolts, rib plates of ribbed T-shaped pieces, ribbed plate T-shaped The flange of the ribbed T-shaped piece and the web of the ribbed T-shaped piece; the left and right sides of the upper and lower ends of the H-shaped steel column are vertically installed with the flange of the ribbed T-shaped piece, and the middle of the flange of the ribbed T-shaped piece is horizontal The web of the ribbed T-piece is connected to the right-angled corner formed by the flange of the ribbed T-piece and the web of the ribbed T-piece is connected to the ribbed plate of the ribbed T-piece, ribbed The rib plate of the plate T-shaped piece, the flange of the ribbed T-shaped piece and the web of the ribbed T-shaped piece are combined to form a ribbed T-shaped piece; the H-shaped steel column and the flange of the ribbed T-shaped piece Bolt holes for the second high-strength bolts are reserved, and the flange of the T-shaped piece with ribs is vertically fixed and installed on the H-shaped steel column through the second high-strength bolts; the lower flange of the steel beam, the upper flange of the steel beam and the ribbed plate Bolt holes for the first high-strength bolts are reserved on the web of the T-shaped piece, and the web of the T-shaped piece with ribs is fixed and installed on the lower flange of the steel beam and the upper wing of the steel beam in the horizontal direction through the first high-strength bolts. edge.

本发明与现有技术相比,H型钢梁与H型钢柱的连接采用高强度螺栓连接实现现场拼装,避免现场焊接,避免焊接应力和焊接变形对节点力学性能产生不利影响,该节点形式适用于H型钢柱与H型钢梁的拼接,安装简单,施工速度快,施工成本低,且T型件的一侧制有加强肋板,可有效改善节点力学性能,增加节点刚度。Compared with the prior art, the present invention uses high-strength bolts to connect the H-shaped steel beam and the H-shaped steel column to realize on-site assembly, avoid on-site welding, avoid welding stress and welding deformation from adversely affecting the mechanical properties of the joint, and the joint form is suitable for Due to the splicing of H-shaped steel columns and H-shaped steel beams, the installation is simple, the construction speed is fast, and the construction cost is low, and one side of the T-shaped piece is made with a reinforced rib plate, which can effectively improve the mechanical properties of the joints and increase the joint stiffness.

附图说明:Description of drawings:

图1为本发明的主体结构原理示意图。Fig. 1 is a schematic diagram of the principle of the main structure of the present invention.

图2为本发明所述的带肋板T型件结构原理示意图。Fig. 2 is a schematic diagram of the structural principle of the ribbed T-shaped piece according to the present invention.

具体实施方式:Detailed ways:

下面通过实施例并结合附图1和2作进一步说明。Below through embodiment and in conjunction with accompanying drawing 1 and 2 further explanation.

实施例:Example:

本实施例的主体结构包括H型钢柱1、钢梁上翼缘2、钢梁下翼缘3、第一高强螺栓4、第二高强螺栓5、带肋板T型件的肋板6、带肋板T型件的翼缘7和带肋板T型件的腹板8;H型钢柱1上下端的左右两侧均竖向安装有带肋板T型件的翼缘7,带肋板T型件的翼缘7的中间水平连接有带肋板T型件的腹板8,带肋板T型件的翼缘7和带肋板T型件的腹板8形成的直角拐角处连接有带肋板T型件的肋板6,带肋板T型件的肋板6、带肋板T型件的翼缘7和带肋板T型件的腹板8组合构成带肋板T型件,带肋板T型件的肋板6作为加强板件,减小带肋板T型件的变形,增加带肋板T型件的刚度;H型钢柱1和带肋板T型件的翼缘7上预留制有与第二高强螺5栓配合的螺栓孔,带肋板T型件的翼缘7通过第二高强螺栓5竖向固定安装在H型钢柱1;钢梁下翼缘3、钢梁上翼缘2和带肋板T型件的腹板8上预留制有与第一高强螺栓4配合的螺栓孔,带肋板T型件的腹板8通过第一高强螺栓4沿水平方向分别固定安装在钢梁下翼缘3和钢梁上翼缘2上。The main structure of this embodiment includes H-shaped steel column 1, steel beam upper flange 2, steel beam lower flange 3, first high-strength bolt 4, second high-strength bolt 5, rib plate 6 of ribbed T-shaped piece, ribbed plate The flange 7 of the T-shaped piece and the web 8 of the ribbed T-shaped piece; the left and right sides of the upper and lower ends of the H-shaped steel column 1 are vertically installed with the flange 7 of the ribbed T-shaped piece, The middle of the flange 7 is horizontally connected with the web 8 of the ribbed T-shaped piece, and the right-angled corner formed by the flange 7 of the ribbed T-shaped piece and the web 8 of the ribbed T-shaped piece is connected with a ribbed The rib plate 6 of the plate T-shaped piece, the rib plate 6 of the ribbed T-shaped piece, the flange 7 of the ribbed T-shaped piece and the web 8 of the ribbed T-shaped piece are combined to form a ribbed T-shaped piece, The rib plate 6 of the ribbed T-shaped piece is used as a strengthening plate to reduce the deformation of the ribbed T-shaped piece and increase the rigidity of the ribbed T-shaped piece; the H-shaped steel column 1 and the flange of the ribbed T-shaped piece Bolt holes for matching with the second high-strength bolts 5 are reserved on 7, and the flange 7 of the ribbed T-shaped piece is vertically fixed and installed on the H-shaped steel column 1 through the second high-strength bolts 5; the lower flange of the steel beam 3 1. The upper flange 2 of the steel beam and the web 8 of the ribbed T-shaped piece are reserved with bolt holes for matching with the first high-strength bolt 4, and the web 8 of the ribbed T-shaped piece passes through the first high-strength bolt 4 along the horizontal The directions are respectively fixedly installed on the lower flange 3 of the steel beam and the upper flange 2 of the steel beam.

本实施例安装时,先将四个带肋板T型件的翼缘7通过第二高强螺栓5与H型钢柱1实现固接;再通过第一高强螺栓4将钢梁上翼缘2、钢梁下翼缘3与T型件腹板8实现固接,完成本拼接;带肋板T型件的肋板6为节点提供加强板件,减小T型件的变形,增加T型件及节点的刚度。When installing this embodiment, the flanges 7 of the four T-shaped pieces with ribs are firstly connected to the H-shaped steel column 1 through the second high-strength bolt 5; The lower flange 3 and the web 8 of the T-shaped piece are fixedly connected to complete the splicing; the rib plate 6 of the T-shaped piece with ribs provides a reinforcing plate for the node, which reduces the deformation of the T-shaped piece and increases the T-shaped piece and the joint stiffness.

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.
CN201410339488.0A 2014-07-16 2014-07-16 Assembled beam and column connecting device with ribbed plate T-shaped part Pending CN104060699A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
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)

* Cited by examiner, † Cited by third party
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 The connection node between the outer casing type square rectangular steel pipe column and the 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 Energy-dissipating beam-column joints with buckling-resisted bracing
CN201826396U (en) * 2010-09-19 2011-05-11 南京工业大学 Rectangular steel pipe column and I-beam jacket 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

Patent Citations (8)

* Cited by examiner, † Cited by third party
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 The connection node between the outer casing type square rectangular steel pipe column and the 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 Energy-dissipating beam-column joints with buckling-resisted bracing
CN201826396U (en) * 2010-09-19 2011-05-11 南京工业大学 Rectangular steel pipe column and I-beam jacket 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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
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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Application publication date: 20140924