CN209482483U - An assembled square steel pipe column channel steel connection beam-column joint - Google Patents

An assembled square steel pipe column channel steel connection beam-column joint Download PDF

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Publication number
CN209482483U
CN209482483U CN201821465483.2U CN201821465483U CN209482483U CN 209482483 U CN209482483 U CN 209482483U CN 201821465483 U CN201821465483 U CN 201821465483U CN 209482483 U CN209482483 U CN 209482483U
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steel
shaped
channel steel
column
pipe column
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CN201821465483.2U
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李雪梅
高山
李雪洁
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Xijing University
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Xijing University
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Abstract

一种装配式方钢管柱槽钢连接梁柱节点,包括方钢管柱和工字型钢,方钢管柱的四个菱角上分别焊接Y型角部连接件;工字型钢的端部焊接有外槽钢连接件,外槽钢连接件与Y型角部连接件通过螺栓连接;使用时:两侧带有螺栓孔的上下凹形槽钢与Y型角部连接件通过螺栓连接;本实用新型具有有效地提高柱子的刚度和承载力、施工方便、极大的提高了施工效率的优点。

An assembled square steel pipe column channel steel connection beam-column node, including square steel pipe column and I-shaped steel, Y-shaped corner connectors are respectively welded on the four water chestnuts of the square steel pipe column; outer grooves are welded at the end of the I-shaped steel Steel connectors, outer channel steel connectors and Y-shaped corner connectors are connected by bolts; when in use: the upper and lower concave channel steels with bolt holes on both sides are connected with Y-shaped corner connectors by bolts; the utility model has The advantages of effectively improving the rigidity and bearing capacity of the column, convenient construction, and greatly improving construction efficiency.

Description

一种装配式方钢管柱槽钢连接梁柱节点An assembled square steel pipe column channel steel connection beam-column joint

技术领域technical field

本实用新型涉及建筑结构中梁柱连接节点,具体涉及一种装配式方钢管柱槽钢连接节点。The utility model relates to a beam column connection node in a building structure, in particular to an assembled square steel pipe column channel steel connection node.

背景技术Background technique

梁柱是建筑结构中的一部分,而且有着重要的作用,因此梁柱也成为了工程中的核心部分。传统的梁柱施工采用现场施焊的方法,将梁的上下翼缘及腹板与柱现场焊接,这种焊接方式将梁柱构成一个整体,虽为刚性连接,却导致其延性变差,经过焊接后其残余应力较大,容易发生脆性断裂,并且现场焊接工作量大,施工质量较难控制,这会极大的降低施工效率,增加更多的劳力物力成本,与此同时也会对环境造成污染。Beams and columns are part of the building structure and play an important role, so beams and columns have also become the core part of the project. The traditional beam and column construction adopts the method of on-site welding, and the upper and lower flanges and webs of the beam are welded to the column on site. This welding method forms a whole beam and column. Although it is a rigid connection, it leads to poor ductility. After welding, the residual stress is relatively large, brittle fracture is prone to occur, and the on-site welding workload is large, and the construction quality is difficult to control, which will greatly reduce construction efficiency and increase more labor and material costs. At the same time, it will also affect the environment. create pollution.

发明内容Contents of the invention

为了克服上述现有技术的缺点,本实用新型的目的在于提供一种装配式方钢管柱槽钢连接节点,具有安装简单方便、提高延展性,极大的降低了脆性破坏,在提高施工效率的同时也保证了其强度和刚度的特点。In order to overcome the shortcomings of the above-mentioned prior art, the purpose of this utility model is to provide an assembled square steel pipe column channel steel connection node, which has the advantages of simple and convenient installation, improved ductility, greatly reduced brittle failure, and improved construction efficiency. At the same time, its strength and rigidity are guaranteed.

为了达到上述目的,本发明采取的技术方案为:In order to achieve the above object, the technical scheme that the present invention takes is:

一种装配式方钢管柱槽钢连接节点,包括方钢管柱1和工字型钢3,方钢管柱 1的四个菱角上分别焊接Y型角部连接件4;工字型钢3的端部焊接有外槽钢连接件 2,外槽钢连接件2与Y型角部连接件4通过螺栓连接。An assembled square steel pipe column channel steel connection node, including a square steel pipe column 1 and an I-shaped steel 3, Y-shaped corner connectors 4 are respectively welded to the four water chestnuts of the square steel pipe column 1; the ends of the I-shaped steel 3 are welded There is an outer channel steel connecting piece 2, and the outer channel steel connecting piece 2 and the Y-shaped corner connecting piece 4 are connected by bolts.

进一步的,所述的Y型角部连接件4包括直角槽钢41,直角槽钢41内焊接方钢管柱1的菱角,直角槽钢41的直角端焊接带有螺栓孔的钢板42。Further, the Y-shaped corner connector 4 includes a right-angle channel steel 41, the water chestnut of the square steel pipe column 1 is welded inside the right-angle channel steel 41, and the right-angle end of the right-angle channel steel 41 is welded with a steel plate 42 with bolt holes.

进一步的,所述的外槽钢连接件2包括两侧带有螺栓孔的上下凹形槽钢21,上下凹形槽钢21的腹板之间通过连接板22焊接,上下凹形槽钢21的腹板与工字型钢3的翼缘板焊接,连接板22与工字型钢3腹板焊接。Further, the outer channel steel connector 2 includes upper and lower concave channel steel 21 with bolt holes on both sides, the webs of the upper and lower concave channel steel 21 are welded by connecting plates 22, and the upper and lower concave channel steel 21 The web of the web is welded with the flange plate of the I-shaped steel 3, and the connecting plate 22 is welded with the web of the I-shaped steel 3.

本实用新型的有益效果:The beneficial effects of the utility model:

本实用新型节点区域内不设置内隔板,柱子通长,在加工时无需截断,可自由灌注混凝土并确保质量,这样可以有效地提高柱子的刚度和承载力;There is no internal partition in the node area of the utility model, and the columns are long, so there is no need to cut off during processing, and the concrete can be poured freely and the quality can be guaranteed, which can effectively improve the rigidity and bearing capacity of the columns;

构件工厂预制,避免了施工现场的焊接作业,减少因焊接缺陷而引发的质量事故以及因焊接火花引起的火灾,同时本节点连接现场无仰焊、侧焊,施工方便;Components are prefabricated in the factory, which avoids welding operations on the construction site, reduces quality accidents caused by welding defects and fires caused by welding sparks, and at the same time, there is no overhead welding and side welding at the connection site of this node, which is convenient for construction;

构造简单,加工工艺容易,受力机理较明确,便于工业化制造和现场组装,极大的提高了施工效率,可用于批量生产。The structure is simple, the processing technology is easy, the force mechanism is relatively clear, it is convenient for industrialized manufacturing and on-site assembly, greatly improves the construction efficiency, and can be used for mass production.

附图说明Description of drawings

图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.

图2为本实用新型和外槽钢连接件的结构示意图。Fig. 2 is a structural schematic diagram of the utility model and the outer channel steel connector.

图3为本实用新型的Y型角部连接件的结构示意图。Fig. 3 is a structural schematic diagram of the Y-shaped corner connector of the present invention.

图4为本实用新型的Y型角部连接件结构示意图。Fig. 4 is a structural schematic diagram of the Y-shaped corner connector of the present invention.

具体实施方式Detailed ways

以下结合附图对本实用新型作进一步描述。Below in conjunction with accompanying drawing, the utility model is further described.

参照图1所示,一种装配式方钢管柱槽钢连接节点,包括方钢管柱1和工字型钢3,方钢管柱1的四个菱角上分别焊接Y型角部连接件4;工字型钢3的端部焊接有外槽钢连接件2,外槽钢连接件2与Y型角部连接件4通过螺栓连接。Referring to Fig. 1, an assembled square steel pipe column channel steel connection node includes a square steel pipe column 1 and an I-shaped steel 3, and Y-shaped corner connectors 4 are respectively welded on the four water chestnuts of the square steel pipe column 1; The end of the section steel 3 is welded with an outer channel steel connecting piece 2, and the outer channel steel connecting piece 2 and the Y-shaped corner connecting piece 4 are connected by bolts.

参照图2所示,所述的外槽钢连接件2包括两侧带有螺栓孔的上下凹形槽钢21,上下凹形槽钢21的腹板之间通过连接板22焊接,上下凹形槽钢21的腹板与工字型钢3的翼缘板焊接,连接板22与工字型钢3腹板焊接。Referring to Figure 2, the outer channel steel connector 2 includes upper and lower concave channel steel 21 with bolt holes on both sides, and the webs of the upper and lower concave channel steel 21 are welded by connecting plates 22, and the upper and lower concave The web of the channel steel 21 is welded with the flange plate of the I-shaped steel 3, and the connecting plate 22 is welded with the web of the I-shaped steel 3.

参照图3、图4所示,所述的Y型角部连接件4包括直角槽钢41,直角槽钢41 内焊接方钢管柱1的菱角,直角槽钢41的直角端焊接带有螺栓孔的钢板42。With reference to Fig. 3, shown in Fig. 4, described Y-shaped corner connector 4 comprises right-angled channel steel 41, the water chestnut of square steel tube column 1 is welded in the right-angled channel steel 41, and the right-angled end of right-angled channel steel 41 is welded with bolt hole Steel plate 42.

本实用新型的工作原理:Working principle of the utility model:

工厂焊接部分:Factory welded part:

首先,方钢管柱1的四个菱角上分别焊接Y型角部连接件4;上下凹形槽钢21 的腹板之间通过连接板22焊接;上下凹形槽钢21的腹板与工字型钢3的翼缘板焊接,连接板22与工字型钢3腹板焊接。First, the Y-shaped corner connectors 4 are respectively welded on the four water chestnuts of the square steel pipe column 1; the webs of the upper and lower concave channel steel 21 are welded by the connecting plate 22; The flange plate of the shaped steel 3 is welded, and the connecting plate 22 is welded with the web of the I-shaped steel 3 .

现场组装部分:两侧带有螺栓孔的上下凹形槽钢21与Y型角部连接件4通过螺栓连接。On-site assembly part: the upper and lower concave channel steel 21 with bolt holes on both sides and the Y-shaped corner connector 4 are connected by bolts.

Claims (3)

1.一种装配式方钢管柱槽钢连接梁柱节点,其特征在于,包括方钢管柱(1)和工字型钢(3),方钢管柱(1)的四个菱角上分别焊接Y型角部连接件(4);工字型钢(3)的端部焊接有外槽钢连接件(2),外槽钢连接件(2)与Y型角部连接件(4)通过螺栓连接。1. An assembled square steel pipe column channel steel connection beam-column node is characterized in that it comprises a square steel pipe column (1) and an I-shaped steel (3), and the four water chestnuts of the square steel pipe column (1) are respectively welded with Y-shaped The corner connecting piece (4); the end of the I-shaped steel (3) is welded with an outer channel steel connecting piece (2), and the outer channel steel connecting piece (2) and the Y-shaped corner connecting piece (4) are connected by bolts. 2.根据权利要求1所述的一种装配式方钢管柱槽钢连接梁柱节点,其特征在于,所述的Y型角部连接件(4)包括直角槽钢(41),直角槽钢(41)内焊接方钢管柱(1)的菱角,直角槽钢(41)的直角端焊接带有螺栓孔的钢板(42)。2. A kind of assembled square steel pipe column channel steel connection beam-column node according to claim 1, characterized in that, the Y-shaped corner connector (4) comprises a right-angle channel steel (41), a right-angle channel steel (41) inner welds the water chestnut of square steel tube column (1), the right angle end welding of right angle channel steel (41) has the steel plate (42) of bolt hole. 3.根据权利要求1或者2所述的一种装配式方钢管柱槽钢连接梁柱节点,其特征在于,所述的外槽钢连接件(2)包括两侧带有螺栓孔的上下凹形槽钢(21),上下凹形槽钢(21)的腹板之间通过连接板(22)焊接,上下凹形槽钢(21)的腹板与工字型钢(3)的翼缘板焊接,连接板(22)与工字型钢(3)腹板焊接。3. An assembled square steel pipe column channel steel connection beam-column node according to claim 1 or 2, characterized in that, the outer channel steel connector (2) includes upper and lower recesses with bolt holes on both sides shaped channel steel (21), the webs of the upper and lower concave channel steels (21) are welded by connecting plates (22), the web plates of the upper and lower concave channel steels (21) and the flange plates of the I-shaped steels (3) Welding, connecting plate (22) and I-shaped steel (3) web plate welding.
CN201821465483.2U 2018-09-07 2018-09-07 An assembled square steel pipe column channel steel connection beam-column joint Expired - Fee Related CN209482483U (en)

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Application Number Priority Date Filing Date Title
CN201821465483.2U CN209482483U (en) 2018-09-07 2018-09-07 An assembled square steel pipe column channel steel connection beam-column joint

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Application Number Priority Date Filing Date Title
CN201821465483.2U CN209482483U (en) 2018-09-07 2018-09-07 An assembled square steel pipe column channel steel connection beam-column joint

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113882512A (en) * 2021-08-30 2022-01-04 西安建筑科技大学 An I-beam-square steel tube column prefabricated joint with collar
KR102365786B1 (en) * 2021-04-13 2022-02-23 (주)한국건축구조연구원 Assembly join structure of channel type stiffener reinforced steel beam and rectangular steel column
CN116378214A (en) * 2023-04-21 2023-07-04 铯镨科技有限公司 A connection component of a steel column and a steel beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102365786B1 (en) * 2021-04-13 2022-02-23 (주)한국건축구조연구원 Assembly join structure of channel type stiffener reinforced steel beam and rectangular steel column
CN113882512A (en) * 2021-08-30 2022-01-04 西安建筑科技大学 An I-beam-square steel tube column prefabricated joint with collar
CN116378214A (en) * 2023-04-21 2023-07-04 铯镨科技有限公司 A connection component of a steel column and a steel beam

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Granted publication date: 20191011

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