CN206360107U - A kind of attachment means of light steel wall and weight steel column - Google Patents

A kind of attachment means of light steel wall and weight steel column Download PDF

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Publication number
CN206360107U
CN206360107U CN201720029403.8U CN201720029403U CN206360107U CN 206360107 U CN206360107 U CN 206360107U CN 201720029403 U CN201720029403 U CN 201720029403U CN 206360107 U CN206360107 U CN 206360107U
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China
Prior art keywords
steel
light
wall
weight
angle steel
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CN201720029403.8U
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Chinese (zh)
Inventor
任思刚
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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

The utility model provides the attachment means of a kind of light steel wall and weight steel column, including:The I-shaped heavy girder steel being fixedly connected with the plan vertical of weight steel column;The first angle steel and the second angle steel of the I-shaped heavy steel beam bottom are welded on, wherein, the distance at the first angle steel and the second angle steel interval is more than the width value of light steel wall Top section;The light steel wall is arranged between first angle steel and second angle steel, and is fixed first angle steel and the light steel wall by the first screw, is fixed second angle steel and the light steel wall by the second screw.The attachment means of the light steel wall and weight steel column are connected firmly, and construction is simple, cost is low, and installation rate is fast.

Description

A kind of attachment means of light steel wall and weight steel column
Technical field
The utility model is related to the attachment means of a kind of light steel wall and weight steel column.
Background technology
Green assembled architecture, according to existing Construction of Steel Structure specification, more than three layers must be using weight steel body system.For three Building below layer, according to load and design needs, what is also had uses weight steel construction or local weight steel construction.So, just go out A research topic to be solved is showed, that is, light steel wall and weight girder steel, the interconnection technique of post.Because:It is used as weight Steel, its connected mode is welding, bolts and rivet, and the light steel of thin-walled, and main connected mode is nailing.Obviously, by light steel wall Body is fixed on weight girder steel, on post, and using welding, the light steel of thin-walled is too thin, it is impossible to welding.It is also not all right using bolt and riveting.Such as adopt Connected with nailing, the wall of weight steel or the edge of a wing are again too thick, beat motionless.Therefore, lacking a kind of suitable light in existing green equipment building The attachment means of steel wall and weight steel column.
Utility model content
The purpose of this utility model is to provide the attachment means of a kind of light steel wall and weight steel column, is filled with solving existing green Lack the attachment means of a kind of suitable light steel wall and weight steel column in standby building.
In order to solve the above technical problems, the utility model provides the attachment means of a kind of light steel wall and weight steel column, bag Include:
The I-shaped heavy girder steel being fixedly connected with the plan vertical of weight steel column;
The first angle steel and the second angle steel of the I-shaped heavy steel beam bottom are welded on, wherein, the first angle steel and described the The distance at two angle steel intervals is more than the width value of light steel wall Top section;
It is arranged at the top of the light steel wall between first angle steel and second angle steel, and passes through the first screw The top of first angle steel and the light steel wall is fixed, by the second screw by second angle steel and the light steel wall Body is fixed.
Further, first angle steel is the thick galvanized steel plain sheet bending formings of 0.5mm.
Further, second angle steel is the thick galvanized steel plain sheet bending formings of 0.5mm.
Further, first screw is self threading pin.
Further, second screw is self threading pin.
Compared with prior art, the beneficial effects of the utility model are:
The attachment means of a kind of light steel wall that the utility model is provided and weight steel column, including:Hung down with the top of weight steel column The I-shaped heavy girder steel being directly fixedly connected;The first angle steel and the second angle steel of the I-shaped heavy steel beam bottom are welded on, wherein, The distance at the first angle steel and the second angle steel interval is more than the width value of light steel wall Top section;The light steel wall is set First angle steel and the light steel wall are consolidated between first angle steel and second angle steel, and by the first screw It is fixed, second angle steel and the light steel wall are fixed by the second screw.The attachment means of the light steel wall and weight steel column It is connected firmly, and construction is simple, cost is low, installation rate is fast.
Brief description of the drawings
Fig. 1 diagrammatically illustrates the structural representation of the sectional perspective connection of the utility model embodiment concrete application;
Fig. 2 diagrammatically illustrates the broken section structural representation of the utility model embodiment concrete application.
Reference in figure:
1st, weight steel column;11st, weight girder steel;2nd, the first angle steel;3rd, the second angle steel;4th, light steel wall;5th, the first screw;6th, second Screw.
Embodiment
Embodiment of the present utility model is described in detail below, but the utility model can be defined by the claims Implement with the multitude of different ways of covering.
It refer to shown in Fig. 1 and Fig. 2, the connection that the utility model embodiment provides a kind of light steel wall and weight steel column is filled Put, including:The I-shaped heavy girder steel 11 being fixedly connected with the plan vertical of weight steel column 1;It is welded on the I-shaped heavy girder steel 11 The first angle steel 2 and the second angle steel 3 of bottom, wherein, the first angle steel 2 is more than light steel wall with the distance that second angle steel 3 is spaced The width value of the Top section of body 4;The light steel wall 4 is arranged between first angle steel 2 and second angle steel 3, and is led to The first screw 5 is crossed to fix first angle steel 2 with the light steel wall 1, by the second screw 6 by second angle steel 3 with The light steel wall 4 is fixed.
First angle steel 2 is the thick galvanized steel plain sheet bending formings of 0.5mm.Second angle steel 3 is the thick galvanized steel plain sheet bendings of 0.5mm Shaping.First screw 5 is self threading pin.Second screw 6 is self threading pin.
As depicted in figs. 1 and 2, the structural principle of the utility model embodiment is, the green assembled architecture light steel wall With weighing including for steel column, the weight girder steel 11 at the top of weight steel column 1 is arranged on, the first angle steel 2 and second is fixed in the bottom of weight girder steel 11 Angle steel 3;The wall thickness of first angle steel 2 and the second angle steel 3 can meet the wall thickness requirement of welding, and can be with the light steel of thin-walled together nailing It is fixed.Be computed and actual tests, the first angle steel 2 and the second angle steel 3 using long 250mm, width 100mm, wall thickness 0.5mm it is zinc-plated Steel plate curves angle shape.
First angle steel 2 and the connector of the second angle steel 3 are along the vertical spacing of the wall of weight girder steel 11 about 800mm, the first angle steel 2 and The one side of two angle steel 3 and the full weld of weight girder steel 11 are welded, and another side of the first angle steel 2 and the second angle steel 3 is with 4 ST5.5 × 19mm Dacroment self threading pin and the top of light steel wall 4 are fixed.
During construction, the first angle steel 2 and the second angle steel 3 are first used into live argon arc welding full weld in weight by 800mm mono- spacing The bottom of girder steel 11, position make light steel wall 2 sit in or meet design requirement, and just the top of steel wall 2 is blocked, then two The first angle steel 2 and the second angle steel 3 and light steel wall 2 are respectively fixed with 4 ST5.5 × 19mm Dacroments self threading pins in side.So, Complete being connected for light steel wall 4 and weight girder steel 11 and weight steel column 1.
Preferred embodiment of the present utility model is these are only, the utility model is not limited to, for this area Technical staff for, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle within, Any modification, equivalent substitution and improvements made etc., should be included within protection domain of the present utility model.

Claims (5)

1. the attachment means of a kind of light steel wall and weight steel column, it is characterised in that including:
The I-shaped heavy girder steel (11) being fixedly connected with the plan vertical of weight steel column (1);
The first angle steel (2) and the second angle steel (3) of I-shaped heavy girder steel (11) bottom are welded on, wherein, the first angle steel (2) It is more than the width value of light steel wall (4) Top section with the distance that second angle steel (3) is spaced;
It is arranged at the top of the light steel wall (4) between first angle steel (2) and second angle steel (3), and passes through One screw (5) fixes first angle steel (2) and the top of the light steel wall (1), by the second screw (6) by described Two angle steel (3) are fixed with the light steel wall (4).
2. the attachment means of light steel wall according to claim 1 and weight steel column, it is characterised in that first angle steel (2) it is galvanized steel plain sheet bending forming thick 0.5mm.
3. the attachment means of light steel wall according to claim 1 and weight steel column, it is characterised in that second angle steel (3) it is galvanized steel plain sheet bending forming thick 0.5mm.
4. the attachment means of light steel wall according to claim 1 and weight steel column, it is characterised in that first screw (5) it is self threading pin.
5. the attachment means of light steel wall according to claim 1 and weight steel column, it is characterised in that second screw (6) it is self threading pin.
CN201720029403.8U 2017-01-10 2017-01-10 A kind of attachment means of light steel wall and weight steel column Active CN206360107U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720029403.8U CN206360107U (en) 2017-01-10 2017-01-10 A kind of attachment means of light steel wall and weight steel column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720029403.8U CN206360107U (en) 2017-01-10 2017-01-10 A kind of attachment means of light steel wall and weight steel column

Publications (1)

Publication Number Publication Date
CN206360107U true CN206360107U (en) 2017-07-28

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109403512A (en) * 2018-11-16 2019-03-01 北新房屋有限公司 A kind of external wall system and installation method
CN111411690A (en) * 2020-04-29 2020-07-14 昌大建筑科技有限公司 A structure system that can be quickly assembled and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109403512A (en) * 2018-11-16 2019-03-01 北新房屋有限公司 A kind of external wall system and installation method
CN111411690A (en) * 2020-04-29 2020-07-14 昌大建筑科技有限公司 A structure system that can be quickly assembled and its construction method

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