CN206016144U - A kind of carbon steel skeleton metope mounting structure - Google Patents
A kind of carbon steel skeleton metope mounting structure Download PDFInfo
- Publication number
- CN206016144U CN206016144U CN201620834714.7U CN201620834714U CN206016144U CN 206016144 U CN206016144 U CN 206016144U CN 201620834714 U CN201620834714 U CN 201620834714U CN 206016144 U CN206016144 U CN 206016144U
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- CN
- China
- Prior art keywords
- press
- installing
- steel
- shingle nail
- rail
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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Abstract
This utility model provides a kind of carbon steel skeleton metope mounting structure, including installing corner brace, horizontal corner steel, installing perpendicular rail, pressure code and shingle nail；Corner brace is installed to fixedly mount with construction wall by expansion bolt, the vertical edge of horizontal corner steel is frontward fixed in corner brace, and the vertical edge of horizontal corner steel is provided with the least one set installing hole of horizontal arrangement；Perpendicular rail is installed to press-fit on horizontal corner steel by pressing code, is shielded in the dead astern of shingle nail both sides, two mirrors are equipped with the locating slot for axially extending to installing for arranging on perpendicular rail；Shingle nail is rectangular and four Edge Bends, and its two side is provided with flange that is inwardly projecting and coordinating with locating slot, and shingle nail is clamped in by the flange of both sides to be installed in the locating slot for erecting rail.This utility model realizes that the fastening of shingle nail is installed.
Description
Technical field
This utility model is related to construction material, specifically a kind of carbon steel skeleton metope mounting structure.
Background technology
The shingle nail of steel structure type is a kind of building materials conventional recently, and surfacing, decoration performance are good, thus are extensively adopted
With.
But but there is great shortcoming in the mounting structure of metope.The steel structure support that is covered inside shingle nail is employed
Substantial amounts of welding structure, wastes time and energy, and is unfavorable for installing.And adopt screw the connection between shingle nail and steel structure support more
Install, then screw is covered with strip of paper used for sealing, substantially increase the installation difficulty of shingle nail, while consuming significantly erector
When.
It is not difficult to find out, prior art also has certain defect.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of carbon steel skeleton metope mounting structure, realizes shingle nail
Fastening install.
For achieving the above object, this utility model is employed the following technical solutions：
A kind of carbon steel skeleton metope mounting structure, including installing corner brace, horizontal corner steel, installing perpendicular rail, pressure code and metope
Plate；Corner brace is installed to fixedly mount with construction wall by expansion bolt, the vertical edge of horizontal corner steel is frontward fixed in corner brace,
The vertical edge of horizontal corner steel is provided with the least one set installing hole of horizontal arrangement；Perpendicular rail is installed to press-fit in horizontal corner steel by pressing code
On, the dead astern of shingle nail both sides is shielded in, two mirrors are erected to the installation for arranging and are equipped with the locating slot for axially extending on rail；
Shingle nail is rectangular and four Edge Bends, and its two side is provided with flange that is inwardly projecting and coordinating with locating slot, and shingle nail passes through
The flange of both sides is clamped in the locating slot for installing perpendicular rail.
Further, the perpendicular rail of the installation is vertically extending, and its section is L-shaped, and front end is provided with the reed for axially extending
Portion, what the back side for installing perpendicular rail was provided with plane setting press-fit plane, press-fit and are provided with the crimping for tilting forward, reed on the outside of plane
It is provided with the middle part of portion towards the locating slot for press-fiting plane side depression bending, the end in reed portion is provided with court and press-fits plane side bending
Inclined plane part.
Further, the pressure code is provided with through hole mate with the installing hole of horizontal corner steel, one end of pressure code be provided with to
The presser feet for protruding afterwards, press the other end of code be provided with perpendicular rail is installed press-fit the pressure head that plane is mated, pressure head is pressed in and press-fits plane
Surface, and crimping and anchor portion are not fastened on the both sides of pressure head, and presser feet is butted on the surface of the vertical edge of horizontal corner steel, bolt
Code will be pressed with nut to be press fit together with the vertical edge of horizontal corner steel by through hole and installing hole.
Further, the perpendicular rail of the installation per bar is installed at per grade and be correspondingly arranged a horizontal corner steel in corner brace.
A kind of carbon steel skeleton metope mounting structure that this utility model is provided, using the elastic process of shingle nail itself material
Go out flange to be fastened on the perpendicular rail of installation, need not be quick and easy for installation by other instruments.Directly shingle nail is compressed during installation
Can, installation effectiveness is greatly improved, reduces the labor intensity of workman.And the mounting means of the perpendicular rail of installation is press-fited using pressure code, energy
The alignment tolerance of the every grade of horizontal corner steel for enough compensating construction wall out-of-flatness and producing.
Description of the drawings
In order to clearly introduce the technical scheme of this utility model embodiment, the accompanying drawing of embodiment will be simply situated between below
Continue.It should be noted that those skilled in the art can make shape and structure according to common knowledge according to Figure of description
Its variant designs of difference, as long as the technical characteristic of its variant designs is without departing from described in claim of the present utility model
Hold, still fall within protection domain of the present utility model.The legend of Figure of description is only for reference.
A kind of side structure schematic diagram of carbon steel skeleton metope mounting structure that Fig. 1 is provided for the present embodiment.
A kind of top view of carbon steel skeleton metope mounting structure that Fig. 2 is provided for the present embodiment.
Fig. 3 is the structural representation for installing perpendicular rail.
Fig. 4 is the structural representation for pressing code.
Description of reference numerals：
1st, corner brace 2, horizontal corner steel is installed
3rd, pressure code 4, the perpendicular rail of installation
5th, shingle nail 6, reed portion
7th, press-fit plane 8, locating slot
9th, inclined plane part 10, pressure head
11st, presser feet
Specific embodiment
Embodiment
As shown in Figure 1 to Figure 4, this utility model provides a kind of carbon steel skeleton metope mounting structure, including installing corner brace 1, water
Straight angle steel 2, the perpendicular rail 4 of installation, pressure code 3 and shingle nail 5；Corner brace 1 is installed to fixedly mount with construction wall by expansion bolt, water
The vertical edge of straight angle steel 2 is frontward fixed in corner brace, and the vertical edge of horizontal corner steel 2 is provided with the least one set peace of horizontal arrangement
Dress hole；Perpendicular rail 4 is installed to press-fit on horizontal corner steel 2 by pressing code 3, is shielded in the dead astern of 5 both sides of shingle nail, two mirrors are to setting
The installation that puts to be erected and be equipped with, on rail 4, the locating slot 8 for axially extending；Shingle nail 5 is rectangular and four Edge Bends, sets on its two side
There are flange that is inwardly projecting and coordinating with locating slot 8, shingle nail 5 to be clamped in the locating slot 8 for installing perpendicular rail 4 by the flange of both sides
Interior.
Two mirrors erect rail 4 equivalent to two panels reed to the installation for arranging, and coordinate the flange of shingle nail 5 to carry out fastening and press-fit.
And perpendicular rail itself is also in the form of press-fiting, and installs and limits little, degree of freedom height.
See Fig. 2 and Fig. 3, specifically, preferably, the perpendicular rail 4 of the installation is vertically extending, its section is L-shaped, and front end sets
There is the reed portion 6 for axially extending, the back side for installing perpendicular rail 4 is provided with the outside for press-fiting plane 7, press-fiting plane 7 of plane setting
The crimping for tilting forward is provided with, the middle part in reed portion 6 is provided with towards the locating slot 8 for press-fiting the depression bending of 7 side of plane, reed portion 6
End be provided with towards press-fiting the inclined plane part 9 of 7 side bending of plane.
See Fig. 4, the pressure code 3 is provided with the through hole mated with the installing hole of horizontal corner steel 2, press one end of code 3 be provided with to
The presser feet 11 for protruding afterwards, press the other end of code 3 be provided with perpendicular rail 4 is installed press-fit the pressure head 10 that plane 7 is mated, pressure head 10 is pressed in
Press-fit the surface of plane 7, and crimping and reed portion 6 are fastened on the both sides of pressure head 10 respectively, presser feet 11 is butted on the perpendicular of horizontal corner steel 2
Code 3 will be pressed to be press fit together with the vertical edge of horizontal corner steel 2 by through hole and installing hole in the surface of straight flange, screw bolt and nut.
When perpendicular rail 4 is installed, which is made to produce pretightning force to press-fiting plane 7 by tightening pressure code 3, you can be fixed peace
The perpendicular rail 4 of dress.And the crimping press-fited on the outside of plane 7 is and the pressure head 10 of pressure code 3 coordinates, can prevent from pressing code 3 with perpendicular rail 4 is installed it
Between occurred level displacement.By the way of pressure code 3 press-fits, it is allowed to which installing to erect has certain gap between rail 4 and horizontal corner steel 2,
Gap can set pad by pad and compensate, even if horizontal corner steel 2 is due to originals such as the uneven or artificial location tolerances of construction wall
Cause, causes no longer same perpendicular between multi gear horizontal corner steel 2, installs perpendicular rail 4 and also as usual can install fixation.Described per bar
Perpendicular rail 4 be installed install at per grade and in corner brace 1, be correspondingly arranged a horizontal corner steel 2, the spacing of multi gear horizontal corner steel 2 without according to
Certain size is defined, and installation is extremely facilitated.
When press-fiting shingle nail 5, the bending of 5 both sides of shingle nail first passes through the inclined plane part 9 for installing perpendicular rail 4, and two mirrors are to setting
Inclined plane part 9 act primarily as guiding function, the bending of 5 both sides of shingle nail is entered correctly near locating slot 8.Then flange can be detained
Close in locating slot 8, period relies primarily on the elastic deformation in the reed portion 6 for installing perpendicular rail 4 makes flange smoothly be pressed into locating slot 8.
It should be noted that the flange on shingle nail 5, can be the pressing and bending structure, or punching press for extending always vertically
Bump structure out.
A kind of carbon steel skeleton metope mounting structure provided by the utility model, using the elasticity of itself material of shingle nail 5
Process flange to be fastened on the perpendicular rail 4 of installation, need not be quick and easy for installation by other instruments.Directly by shingle nail 5 during installation
Compress, installation effectiveness greatly improved, reduce the labor intensity of workman.And the mounting means of perpendicular rail 4 is installed using pressure code 3
Press-fit, the alignment tolerance of the every grade of horizontal corner steel 2 that can compensate for construction wall out-of-flatness and produce.
It should be noted that the protection domain of this utility model patent should be defined by claim.Even if new to this practicality
Type is made deformation and is improved, and on the premise of general plotting is without departing from this utility model, still falls within protection of the present utility model
Scope.
Claims (4)
1. a kind of carbon steel skeleton metope mounting structure, it is characterised in that：Including installing corner brace, horizontal corner steel, installing perpendicular rail, pressure code
And shingle nail；Corner brace is installed to fixedly mount with construction wall by expansion bolt, the vertical edge of horizontal corner steel is frontward fixed
In corner brace, the vertical edge of horizontal corner steel is provided with the least one set installing hole of horizontal arrangement；Perpendicular rail is installed to press-fit by pressing code
On horizontal corner steel, the dead astern of shingle nail both sides is shielded in, two mirrors are erected to be equipped with rail to the installation for arranging and prolonged vertically
The locating slot that stretches；Shingle nail is rectangular and four Edge Bends, and its two side is provided with flange that is inwardly projecting and coordinating with locating slot,
Shingle nail is clamped in by the flange of both sides in the locating slot for installing perpendicular rail.
2. carbon steel skeleton metope mounting structure according to claim 1, it is characterised in that：The installation is erected rail and is vertically prolonged
Stretch, its section is L-shaped, front end is provided with the reed portion for axially extending, installing the back side of perpendicular rail, to be provided with press-fiting for plane setting flat
Face, press-fits and is provided with the crimping for tilting forward on the outside of plane, is provided with court and press-fits plane side depression bending in the middle part of reed portion
Locating slot, the end in reed portion are provided with towards the inclined plane part for press-fiting plane side bending.
3. carbon steel skeleton metope mounting structure according to claim 2, it is characterised in that：The pressure code is provided with and level
The through hole of the installing hole coupling of angle steel, presses one end of code to be provided with the presser feet for protruding backward, presses the other end of code to be provided with and erects with installing
The pressure head for press-fiting plane coupling of rail, pressure head is pressed in the surface for press-fiting plane, and crimping and anchor portion are not fastened on pressure head
Both sides, presser feet are butted on the surface of the vertical edge of horizontal corner steel, and screw bolt and nut will press code and horizontal angle by through hole and installing hole
The vertical edge of steel is press fit together.
4. carbon steel skeleton metope mounting structure according to claim 1, it is characterised in that：Described installation per bar erects rail every
Shelves to be installed and be correspondingly arranged a horizontal corner steel in corner brace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620834714.7U CN206016144U (en) | 2016-07-31 | 2016-07-31 | A kind of carbon steel skeleton metope mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620834714.7U CN206016144U (en) | 2016-07-31 | 2016-07-31 | A kind of carbon steel skeleton metope mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206016144U true CN206016144U (en) | 2017-03-15 |
Family
ID=58245469
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620834714.7U Withdrawn - After Issue CN206016144U (en) | 2016-07-31 | 2016-07-31 | A kind of carbon steel skeleton metope mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206016144U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049800A (en) * | 2016-07-31 | 2016-10-26 | 麦志成 | Carbon steel skeleton wall surface installing structure |
-
2016
- 2016-07-31 CN CN201620834714.7U patent/CN206016144U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049800A (en) * | 2016-07-31 | 2016-10-26 | 麦志成 | Carbon steel skeleton wall surface installing structure |
| CN106049800B (en) * | 2016-07-31 | 2018-05-25 | 浙江不老神人防防护设备有限公司 | A kind of carbon steel skeleton metope mounting structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170315 Effective date of abandoning: 20180525 |