CN206616738U - Steel-frame structure inlays the light polymer composite wall of light gauge cold-formed steel shape - Google Patents
Steel-frame structure inlays the light polymer composite wall of light gauge cold-formed steel shape Download PDFInfo
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- CN206616738U CN206616738U CN201720196715.8U CN201720196715U CN206616738U CN 206616738 U CN206616738 U CN 206616738U CN 201720196715 U CN201720196715 U CN 201720196715U CN 206616738 U CN206616738 U CN 206616738U
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Abstract
The utility model discloses a kind of steel-frame structure and inlays the light polymer composite wall of light gauge cold-formed steel shape, is related to energy saving building technical field.It includes the light polymer composite wall of main body steel frame, light gauge cold-formed steel shape, and the main body steel frame is connected with each other by some posts and beam and constituted；Described post and beam use hot rolling or welded H section steel；Beam, column connected node are using welding or bolt connection；Light gauge cold-formed steel shape framework is embedded in main body steel frame, and is attached thereto by angle steel.The utility model has the performances such as good insulation, sound insulation, fire prevention, antiseepage, and it has higher intensity；Easy to process, production efficiency is high.
Description
Technical field
The utility model is related to energy saving building technical field, and more particularly to steel-frame structure is inlayed light gauge cold-formed steel shape and gently gathered
Compound composite wall.
Background technology
Traditional steel building is typically using color steel veneer or chromatic steel sandwich plate as cladding, and appearance forrns are single,
Service life is broken, and the performance such as insulation, sound insulation, fire prevention, antiseepage is difficult to the requirement for meeting civil buildings, and metope is difficult to hanging object
Part.
Utility model content
The purpose of this utility model is to solve above-mentioned deficiency and inlay light gauge cold-formed steel shape there is provided steel-frame structure gently to polymerize
Thing composite wall.
To achieve the above object, technical solution of the present utility model is：Steel-frame structure inlays light gauge cold-formed steel shape
Light polymer composite wall, including the light polymer composite wall of main body steel frame, light gauge cold-formed steel shape, the main body steel frame is by some
Post and beam are connected with each other composition；Described post and beam use hot rolling or welded H section steel；Beam, column connected node are using welding or spiral shell
Tether and connect；Light gauge cold-formed steel shape framework is embedded in main body steel frame, and is attached thereto by angle steel；The light gauge cold-formed steel shape
Light polymer composite wall includes light gauge cold-formed steel shape framework, substrate, light polymer, and the substrate is fixed on clod wash by self threading pin
The side of light-gauge steel section framework, the light polymer-filled is in the cavity that light gauge cold-formed steel shape framework and substrate are enclosed, and it is thick
Degree is consistent with light gauge cold-formed steel shape frame thickness.
It is preferred that, described beam, post use carbon structural steels or low-alloy high-tensile structural steel, yield strength be Q235 or
Q345 or Q390.
It is preferred that, the C-type steel depth of section of described light gauge cold-formed steel shape framework is 89-150mm, and thickness is 0.75-
1.6mm, type of steels is Q235 or Q345.
It is preferred that, described light polymer dry density is not more than 800Kg/m3, cubic compressive strength >=3.5MPa.
It is preferred that, described substrate is plasterboard, cement fibrolite plate or calcium silicate board.
It is preferred that, described light gauge cold-formed steel shape framework top surface, left and right face respectively with described steel-frame beam bottom surface, post side
Face is connected by Bolted angle connection, light gauge cold-formed steel shape with angle steel by self threading pin, and steel-frame beam, post and angle steel are connected by angle welding
Connect.
It is preferred that, the bottom surface of described light gauge cold-formed steel shape framework passes through M12 expansion bolts with basis or floor concrete
Connection.Described light gauge cold-formed steel shape framework passes through self-drilling connection with adjacent light gauge cold-formed steel shape framework.
The utility model has the following advantages：1st, the light polymer composite wall of light gauge cold-formed steel shape that the utility model is used is real
Core-wall body, with performances such as good insulation, sound insulation, fire prevention, antiseepages, and it has higher intensity, is easy to facing to decorate
Construction and hung articles.2nd, the light polymer composite wall of light gauge cold-formed steel shape is embedded in the range of beam cross-section, saves making for building
With space, the usable floor area in room is added.3rd, factory process is convenient, and in-site installation is quick, greatly shortens the construction period, saves
Cost, light gauge cold-formed steel shape polymer composite wall can make in factory process, and assembling is realized in job site, anhydrous, reduction
Airborne dust, sewage, noise of job site etc. pollute.
Brief description of the drawings：
Fig. 1 is light gauge cold-formed steel shape block schematic illustration.
Fig. 2 is main body steel frame and light gauge cold-formed steel shape framework connection diagram（One）.
Fig. 3 is main body steel frame and light gauge cold-formed steel shape framework connection diagram（Two）.
Fig. 4 is that main body steel frame is connected profile 1-1 with light gauge cold-formed steel shape framework.
Fig. 5 is that main body steel frame is connected profile 2-2 with light gauge cold-formed steel shape framework.
Fig. 6 is that main body steel frame is connected profile 3-3 with light gauge cold-formed steel shape framework.
Fig. 7 is the light polymer composite wall schematic diagram of light gauge cold-formed steel shape.
Fig. 8 is the utility model structural representation.
Embodiment
Referring to Fig. 2, Fig. 3, Fig. 8, steel-frame structure of the present utility model inlays the light polymer composite wall of light gauge cold-formed steel shape,
Including main body steel frame 1, the light polymer composite wall 9 of light gauge cold-formed steel shape, the main body steel frame 1 is by some posts 11 and the phase of beam 12
Connect composition；Described post 11 and beam 12 use hot rolling or welded H section steel；Beam, column connected node are connected using welding or bolt
Connect；Light gauge cold-formed steel shape framework 2 is embedded in main body steel frame 1, and is attached thereto by angle steel.
Referring to Fig. 7, the light polymer composite wall 9 of light gauge cold-formed steel shape includes light gauge cold-formed steel shape framework 2, substrate 3, light
Polymer 4, the substrate 3 is fixed on the side of light gauge cold-formed steel shape framework 2 by self threading pin, and the light polymer 4 is filled in
In the cavity that light gauge cold-formed steel shape framework 2 is enclosed with substrate 3, its thickness and the consistency of thickness of light gauge cold-formed steel shape framework 2.
Referring to Fig. 1, the light gauge cold-formed steel shape framework 2 by vertical spacing 400-600mm vertical cold-formed thin-walled C steel
21st, level interval 1300-1500mm horizontal cold-formed thin-walled C steel 22 is made up of self-drilling connection, the vertical clod wash
Thin-walled C-shaped steel 21, the opening of horizontal cold-formed thin-walled C steel 22 are towards portion within the walls.
Referring to Fig. 2, Fig. 4, the edge of a wing of post 11 is parallel with the metope of light gauge cold-formed steel shape framework 2, the edge of a wing of post 11 and cold bending thin wall
The thick length of the wide 5mm of the junction of structural steel frame 2 weldering 100mm is with the steel plate 14 of frame column height, the spacing of steel plate 14 about 1300-
1500mm, steel plate is welded with light gauge cold-formed steel shape framework 2 by 50x50x5x50mm angle steel 15, angle steel 15 and cold bending thin wall type
Steel frame 2 is connected by self threading pin and is symmetrically dispersed in both sides.
Referring to Fig. 3, Fig. 4, the edge of a wing of post 11 is vertical with the metope of light gauge cold-formed steel shape framework 2, is welded on the edge of a wing of post 11
50x50x5x50mm angle steel 15, angle steel 15 is connected by self threading pin with light gauge cold-formed steel shape framework 2 and is symmetrically dispersed in two
Side.
Referring to Fig. 2, Fig. 4, Fig. 5,50x50x5x50mm angle steel 15, angle steel 15 and clod wash are welded on the edge of a wing of Vierendeel girder 12
The top surface of light-gauge steel section framework 2 is connected by self threading pin and is symmetrically dispersed in both sides, and the spacing of angle steel 15 is not more than 1200mm.
Referring to Fig. 2, Fig. 4, Fig. 6, light gauge cold-formed steel shape framework 2 is not more than with basis or floor concrete 5 by spacing
1200mm M12 expansion bolts connection.
It is preferred that, described beam 12, post 11 use carbon structural steels or low-alloy high-tensile structural steel, and yield strength is
Q235 or Q345 or Q390.
It is preferred that, the C-type steel depth of section of described light gauge cold-formed steel shape framework 2 is 89-150mm, and thickness is 0.75-
1.6mm, type of steels is Q235 or Q345.
It is preferred that, the described dry density of light polymer 4 is not more than 800Kg/m3, cubic compressive strength >=3.5MPa.
It is preferred that, described substrate 3 is plasterboard or cement fibrolite plate or calcium silicate board.
It is preferred that, the described top surface of light gauge cold-formed steel shape framework 2, left and right face respectively with the described central sill of main body steel frame 1
12 bottom surface, the side of post 11 are by Bolted angle connection, light gauge cold-formed steel shape and angle steel in described light gauge cold-formed steel shape framework 2
15 are connected by self threading pin, and the beam 12, post 11 in main body steel frame 1 are connected with angle steel 15 by angle welding.
It is preferred that, the bottom surface of described light gauge cold-formed steel shape framework 2 passes through M12 expanding screws with basis or floor concrete 5
Tether and connect.Described light gauge cold-formed steel shape framework 2 passes through self-drilling connection with adjacent light gauge cold-formed steel shape framework 2.
Claims (6)
1. steel-frame structure inlays the light polymer composite wall of light gauge cold-formed steel shape, it is characterised in that：Including main body steel frame, clod wash
The light polymer composite wall of light-gauge steel section, the main body steel frame is connected with each other by some posts and beam and constituted；Described post and beam is adopted
With hot rolling or welded H section steel；Beam, column connected node are using welding or bolt connection；Light gauge cold-formed steel shape framework is embedded in main body
In steel frame, and it is attached thereto by angle steel；The light polymer composite wall of light gauge cold-formed steel shape includes light gauge cold-formed steel shape frame
Frame, substrate, light polymer, the substrate are fixed on the side of light gauge cold-formed steel shape framework, the light polymer by self threading pin
It is filled in the cavity that light gauge cold-formed steel shape framework is enclosed with substrate, its thickness is consistent with light gauge cold-formed steel shape frame thickness.
2. steel-frame structure as claimed in claim 1 inlays the light polymer composite wall of light gauge cold-formed steel shape, it is characterised in that：Institute
Beam, the post stated use carbon structural steels or low-alloy high-tensile structural steel, and yield strength is Q235 or Q345 or Q390；Described
The C-type steel depth of section of light gauge cold-formed steel shape framework is 89-150mm, and thickness is 0.75-1.6mm, type of steels be Q235 or
Q345。
3. steel-frame structure as claimed in claim 1 inlays the light polymer composite wall of light gauge cold-formed steel shape, it is characterised in that：Institute
The substrate stated is plasterboard, cement fibrolite plate or calcium silicate board.
4. steel-frame structure as claimed in claim 1 inlays the light polymer composite wall of light gauge cold-formed steel shape, it is characterised in that：Institute
The light gauge cold-formed steel shape framework top surface stated, left and right face are cold respectively with described steel-frame beam bottom surface, post side by Bolted angle connection
Curved light-gauge steel section is connected with angle steel by self threading pin, and steel-frame beam, post and angle steel are connected by angle welding.
5. steel-frame structure as claimed in claim 1 inlays the light polymer composite wall of light gauge cold-formed steel shape, it is characterised in that：Institute
The bottom surface for the light gauge cold-formed steel shape framework stated is connected with basis or floor concrete by M12 expansion bolts；Described clod wash is thin
Wall-shaped steel frame passes through self-drilling connection with adjacent light gauge cold-formed steel shape framework.
6. steel-frame structure as claimed in claim 1 inlays the light polymer composite wall of light gauge cold-formed steel shape, it is characterised in that：Institute
State vertical cold-formed thin-walled C steel, level interval 1300-1500mm of the light gauge cold-formed steel shape framework by vertical spacing 400-600mm
Horizontal cold-formed thin-walled C steel be made up of self-drilling connection, the vertical cold-formed thin-walled C steel, horizontal cold bending thin wall c-type
The opening of steel is towards portion within the walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720196715.8U CN206616738U (en) | 2017-03-02 | 2017-03-02 | Steel-frame structure inlays the light polymer composite wall of light gauge cold-formed steel shape |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720196715.8U CN206616738U (en) | 2017-03-02 | 2017-03-02 | Steel-frame structure inlays the light polymer composite wall of light gauge cold-formed steel shape |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616738U true CN206616738U (en) | 2017-11-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720196715.8U Active CN206616738U (en) | 2017-03-02 | 2017-03-02 | Steel-frame structure inlays the light polymer composite wall of light gauge cold-formed steel shape |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832414A (en) * | 2020-12-31 | 2021-05-25 | 江苏科技大学 | Cold-formed thin-wall section steel embedded block combined shear wall and installation method |
-
2017
- 2017-03-02 CN CN201720196715.8U patent/CN206616738U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832414A (en) * | 2020-12-31 | 2021-05-25 | 江苏科技大学 | Cold-formed thin-wall section steel embedded block combined shear wall and installation method |
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