CN206467794U - A kind of attachment structure of light steel wall and weight girder steel - Google Patents

A kind of attachment structure of light steel wall and weight girder steel Download PDF

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Publication number
CN206467794U
CN206467794U CN201621470446.1U CN201621470446U CN206467794U CN 206467794 U CN206467794 U CN 206467794U CN 201621470446 U CN201621470446 U CN 201621470446U CN 206467794 U CN206467794 U CN 206467794U
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steel
connector
wall
light steel
girder steel
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CN201621470446.1U
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张大伟
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Shandong Feiyue Steel Structure Engineering Co Ltd
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Shandong Feiyue Steel Structure Engineering Co Ltd
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Abstract

本实用新型公开了一种轻钢墙体与重钢梁的连接结构,一种轻钢墙体与重钢梁的连接结构包括钢柱,钢柱与轻钢内墙连接,轻钢内墙由横龙骨、竖龙骨构成,轻钢内墙上方的横龙骨通过两侧的连接件与重钢梁相连,连接件为角铁状,横龙骨上也设有安装孔,重钢梁底部设有两排定位凸台,连接件的右侧边与凸台的左侧边相贴合,两排定位凸台之间横龙骨上设有磁力板。本实用新型具有设计简单,连接牢固,且施工简单、成本低,安装速度快、实用性强的优点。

This utility model discloses a connection structure between a light steel wall and a heavy steel beam. The connection structure includes steel columns connected to a light steel interior wall. The light steel interior wall is composed of horizontal and vertical joists. The horizontal joists on the upper part of the light steel interior wall are connected to the heavy steel beam via connectors on both sides. The connectors are angle iron-shaped, and the horizontal joists also have mounting holes. The bottom of the heavy steel beam has two rows of positioning bosses. The right side of the connector fits into the left side of the bosses. A magnetic plate is installed on the horizontal joist between the two rows of positioning bosses. This utility model has the advantages of simple design, strong connection, simple construction, low cost, fast installation speed, and strong practicality.

Description

一种轻钢墙体与重钢梁的连接结构A connection structure of light steel wall and heavy steel beam

技术领域technical field

本实用新型涉及一种轻钢墙体与重钢梁的连接结构。The utility model relates to a connection structure of a light steel wall body and a heavy steel beam.

背景技术Background technique

绿色装配式建筑,根据现有钢结构施工规范,三层以上必须采用重钢体系。对于三层以下的建筑,根据荷载及设计需要,也有的采用重钢结构或者局部重钢结构。这样,就出现了一个要解决的研究课题,那就是轻钢墙体与重钢梁、柱的连接技术。这是因为:作为重钢,其连接方式为焊接、栓接和铆接,而薄壁轻钢,主要的连接方式是打钉。显然,将轻钢墙体固定在重钢梁、柱上,采用焊接,薄壁轻钢太薄,无法施焊。采用栓接和铆接也不行。如采用打钉连接,重钢的壁或翼缘又太厚,打不动。为此,拟发明一种绿色装配式建筑轻钢墙体与重钢梁的连接技术。For green prefabricated buildings, according to the existing steel structure construction specifications, heavy steel systems must be used for more than three floors. For buildings with less than three floors, some heavy steel structures or partial heavy steel structures are also used according to the load and design requirements. In this way, there has been a research topic to be solved, that is, the connection technology of light steel walls and heavy steel beams and columns. This is because: as heavy steel, its connection methods are welding, bolting and riveting, while for thin-walled light steel, the main connection method is nailing. Obviously, the light steel wall is fixed on the heavy steel beams and columns, and welding is used, and the thin-walled light steel is too thin to be welded. Bolting and riveting are also not acceptable. If the nail connection is used, the wall or flange of the heavy steel is too thick to be screwed. For this reason, it is proposed to invent a connection technology between light steel walls and heavy steel beams of green prefabricated buildings.

实用新型内容Utility model content

实用新型目的:本实用新型的目的是为了解决现有技术中的不足,提供一种设计简单,连接牢固,且施工简单、成本低,安装速度快、实用性强的一种轻钢墙体与重钢梁的连接结构。Purpose of the utility model: The purpose of this utility model is to solve the deficiencies in the prior art and provide a light steel wall with a simple design, firm connection, simple construction, low cost, fast installation speed and strong practicability. Connection structure of heavy steel beams.

为了达到上述目的,本实用新型所采取的技术方案如下,一种轻钢墙体与重钢梁的连接结构,包括钢柱,钢柱与轻钢内墙连接,轻钢内墙由横龙骨、竖龙骨构成,轻钢内墙上方的横龙骨通过两侧的连接件与重钢梁相连,连接件为角铁状,横龙骨上也设有安装孔,重钢梁底部设有两排定位凸台,连接件的右侧边与凸台的左侧边相贴合,两排定位凸台之间横龙骨上设有磁力板。In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows, a connection structure between a light steel wall and a heavy steel beam, including a steel column, the steel column is connected with a light steel inner wall, and the light steel inner wall is composed of a horizontal keel, The vertical keel is composed of the horizontal keel above the light steel inner wall and the heavy steel beam through the connecting pieces on both sides. The connecting piece is in the shape of angle iron. platform, the right side of the connector fits the left side of the boss, and a magnetic plate is arranged on the transverse keel between the two rows of positioning bosses.

本实用新型的进一步改进在于:连接件由长度250mm、宽度为100mm、壁厚0.5mm的镀锌钢板弯折而成,连接件的正面和侧面均为50mm。The further improvement of the utility model is that the connector is formed by bending a galvanized steel plate with a length of 250 mm, a width of 100 mm and a wall thickness of 0.5 mm, and the front and side of the connector are both 50 mm.

本实用新型的进一步改进在于:连接件的正面通过焊接的方式与重钢梁7相连,连接件的侧面通过在安装孔内安装六角头自攻钉与横龙骨3相连。The further improvement of the utility model is: the front of the connector is connected to the heavy steel beam 7 by welding, and the side of the connector is connected to the transverse keel 3 by installing a hexagon head self-tapping screw in the mounting hole.

本实用新型的进一步改进在于:定位凸台在重钢梁上沿横龙骨方向等距排列,相邻的所述定位凸台之间的距离为600mm,相邻的连接件之间的距离也为600mm。The further improvement of the utility model is that: the positioning bosses are arranged equidistantly along the transverse keel direction on the heavy steel beam, the distance between the adjacent positioning bosses is 600 mm, and the distance between adjacent connecting pieces is also 600 mm.

本实用新型的进一步改进在于:连接件的侧面均通过4个5.5×19mm的自攻钉与横龙骨3相连。The further improvement of the utility model is that: the side surfaces of the connectors are all connected to the transverse keel 3 through four 5.5×19mm self-tapping screws.

本实用新型的进一步改进在于:磁力板的厚度与凸台的厚度、连接件的厚度相同,磁力板、凸台、连接件的厚度为0.5mm。The further improvement of the utility model is that: the thickness of the magnetic plate is the same as that of the boss and the connecting piece, and the thickness of the magnetic plate, the boss and the connecting piece are 0.5 mm.

施工时,先将连接件按600mm一个的间距用现场氩弧焊满焊在重钢梁底侧,位置使轻钢墙体坐中或符合设计要求,且正好将墙体天龙骨卡住,然后两边各用4个ST5.5×19mm达克罗自攻钉将连接件和墙体天龙骨固定。这样,就完成了轻钢墙体和重钢梁的连接固定。During construction, the connectors shall be fully welded on the bottom side of the heavy steel beam with on-site argon arc welding at a distance of 600mm, and the position shall make the light steel wall sit in the middle or meet the design requirements, and just block the keel of the wall, and then Use 4 ST5.5×19mm Dacromet self-tapping screws on each side to fix the connecting piece and the wall keel. In this way, the connection and fixation of the light steel wall and the heavy steel beam is completed.

有益效果:Beneficial effect:

连接件由长度250mm、宽度为100mm、壁厚0.5mm的镀锌钢板弯折而成,连接件的正面和侧面均为50mm。连接件的壁厚既能满足焊接的壁厚要求,又能和薄壁轻钢一起打钉固定。本实用新型连接牢固,施工简单、成本低,安装速度快。解决了绿色装配式建筑轻钢墙体与重钢梁的连接问题。The connecting piece is made of bent galvanized steel plate with a length of 250mm, a width of 100mm, and a wall thickness of 0.5mm. The front and side of the connecting piece are both 50mm. The wall thickness of the connector can not only meet the wall thickness requirements of welding, but also can be nailed together with thin-walled light steel. The utility model has firm connection, simple construction, low cost and fast installation speed. It solves the problem of connecting light steel walls and heavy steel beams of green prefabricated buildings.

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为本实用新型的侧视图;Fig. 2 is a side view of the utility model;

图3为本实用新型的局部结构示意图;Fig. 3 is the partial structural representation of the utility model;

附图标号:1-钢柱;2-轻钢内墙;3-横龙骨3;4-竖龙骨;5-磁力板;6-连接件;7-重钢梁;8-凸台;9-角头自攻钉;10-安装孔。Reference numerals: 1-steel column; 2-light steel inner wall; 3-horizontal keel 3; 4-vertical keel; 5-magnetic plate; 6-connector; 7-heavy steel beam; 8-boss; 9- Corner head self-tapping screws; 10-mounting holes.

具体实施方式detailed description

以下由特定的具体实施例说明本发明的实施方式,熟悉此技术的人士可由本说明书所揭露的内容轻易地了解本发明的其他优点及功效。The implementation of the present invention will be illustrated by specific specific examples below, and those skilled in the art can easily understand other advantages and effects of the present invention from the contents disclosed in this specification.

如图1-3所示,一种轻钢墙体与重钢梁的连接结构,包括钢柱1,钢柱1与轻钢内墙2连接,轻钢内墙2由横龙骨3、竖龙骨4构成,轻钢内墙2上方的横龙骨3通过两侧的连接件6与重钢梁7相连,连接件6为角铁状,角铁状连接件6的侧面设有安装孔10,重钢梁7底部设有两排定位凸台8,连接件6的右侧边与凸台8的左侧边相贴合,两排定位凸台8之间横龙骨3上设有磁力板5。As shown in Figure 1-3, a connection structure between a light steel wall and a heavy steel beam, including a steel column 1, the steel column 1 is connected with a light steel inner wall 2, and the light steel inner wall 2 is composed of a horizontal keel 3 and a vertical keel 4 structure, the transverse keel 3 above the light steel inner wall 2 is connected with the heavy steel beam 7 through the connecting piece 6 on both sides, the connecting piece 6 is in the shape of an angle iron, and the side of the angle iron-shaped connecting piece 6 is provided with a mounting hole 10, heavy The bottom of the steel beam 7 is provided with two rows of positioning bosses 8, the right side of the connector 6 fits with the left side of the bosses 8, and a magnetic plate 5 is arranged on the transverse keel 3 between the two rows of positioning bosses 8.

本实用新型的进一步改进在于:连接件6由长度250mm、宽度为100mm、壁厚0.5mm的镀锌钢板弯折而成,连接件6的正面和侧面均为50mm。The further improvement of the utility model is that the connector 6 is bent from a galvanized steel plate with a length of 250 mm, a width of 100 mm, and a wall thickness of 0.5 mm, and the front and side of the connector 6 are both 50 mm.

本实用新型的进一步改进在于:连接件6的正面通过焊接的方式与重钢梁7相连,连接件6的侧面通过在安装孔10内安装六角头自攻钉9与横龙骨3相连。A further improvement of the utility model is that: the front of the connector 6 is connected to the heavy steel beam 7 by welding, and the side of the connector 6 is connected to the transverse keel 3 by installing a hexagon head self-tapping screw 9 in the mounting hole 10 .

本实用新型的进一步改进在于:定位凸台8在重钢梁7上沿横龙骨3方向等距排列,相邻的所述定位凸台8之间的距离为600mm,相邻的连接件6之间的距离也为600mm。The further improvement of the present utility model is that: the positioning bosses 8 are equidistantly arranged on the heavy steel beam 7 along the direction of the transverse keel 3, the distance between the adjacent positioning bosses 8 is 600 mm, and the distance between the adjacent connecting parts 6 The distance between them is also 600mm.

本实用新型的进一步改进在于:连接件6的侧面均通过4个5.5×19mm的自攻钉与横龙骨3相连。The further improvement of the utility model is that: the side surfaces of the connectors 6 are all connected to the transverse keel 3 through four 5.5×19mm self-tapping screws.

本实用新型的进一步改进在于:磁力板5的厚度与凸台8的厚度、连接件6的厚度相同,磁力板5、凸台8、连接件6的厚度为0.5mm。The further improvement of the utility model is that the thickness of the magnetic plate 5 is the same as that of the boss 8 and the connector 6, and the thickness of the magnetic plate 5, the boss 8 and the connector 6 is 0.5 mm.

上述具体实施方式,仅为说明本实用新型的技术构思和结构特征,目的在于让熟悉此项技术的相关人士能够据以实施,但以上内容并不限制本实用新型的保护范围,凡是依据本实用新型的精神实质所作的任何等效变化或修饰,均应落入本实用新型的保护范围之内。The above specific implementation is only to illustrate the technical concept and structural features of the present utility model, and the purpose is to allow relevant persons who are familiar with this technology to implement it accordingly, but the above content does not limit the protection scope of the present utility model. Any equivalent change or modification made by the spirit of the new model should fall within the protection scope of the present utility model.

Claims (6)

1. the attachment structure of a kind of light steel wall and weight girder steel, it is characterised in that including steel column (1), the steel column (1) and light steel Interior wall (2) is connected, and the light steel interior wall (2) is made up of transom (3), centre keel (4), the horizontal stroke above the light steel interior wall (2) Keel (3) are connected by the connector (6) of both sides with weight girder steel (7), and the connector (6) is angle bar shape, and the angle bar shape connects The side of fitting (6) is provided with mounting hole (10), and heavy girder steel (7) bottom is provided with two row's positioning boss (8), the connector (6) right edge and the left side of boss (8) fit, and transom (3) is provided with magnetic force between the two rows positioning boss (8) Plate (5).
2. the attachment structure of a kind of light steel wall according to claim 1 and weight girder steel, it is characterised in that:The connector (6) by length 250mm, width be 100mm, wall thickness 0.5mm galvanized steel plain sheet bending form, the connector (6) front and Side is 50mm.
3. the attachment structure of a kind of light steel wall according to claim 1 or 2 and weight girder steel, it is characterised in that:The company The front of fitting (6) is connected by way of welding with weight girder steel (7), and the side of the connector (6) passes through in mounting hole (10) turret head self threading pin (9) is installed in transom (3) to be connected.
4. the attachment structure of a kind of light steel wall according to claim 1 and weight girder steel, it is characterised in that:The convex Platform (8) is along transom (3) direction equidistant arrangement on weight girder steel (7), and the distance between adjacent described positioning boss (8) is 600mm, the distance between the adjacent connector (6) is also 600mm.
5. the attachment structure of a kind of light steel wall and weight girder steel according to claim 1 or 4, it is characterised in that:The company The side of fitting (6) is connected by 4 5.5 × 19mm self threading pin with transom (3).
6. the attachment structure of a kind of light steel wall according to claim 2 and weight girder steel, it is characterised in that:The magnetic board (5) thickness of thickness and boss (8), the thickness of connector (6) are identical, the magnetic board (5), boss (8), connector (6) Thickness be 0.5mm.
CN201621470446.1U 2016-12-29 2016-12-29 A kind of attachment structure of light steel wall and weight girder steel Expired - Fee Related CN206467794U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158772A (en) * 2019-06-18 2019-08-23 西南科技大学 A kind of assembled wall-light steel frame mixing house connecting structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158772A (en) * 2019-06-18 2019-08-23 西南科技大学 A kind of assembled wall-light steel frame mixing house connecting structure

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