CN207177282U - A kind of section construction aluminium alloy floor template section bar - Google Patents
A kind of section construction aluminium alloy floor template section bar Download PDFInfo
- Publication number
- CN207177282U CN207177282U CN201721080646.0U CN201721080646U CN207177282U CN 207177282 U CN207177282 U CN 207177282U CN 201721080646 U CN201721080646 U CN 201721080646U CN 207177282 U CN207177282 U CN 207177282U
- Authority
- CN
- China
- Prior art keywords
- section bar
- strengthening ribs
- vertical strengthening
- panel
- aluminium alloy
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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.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of section construction aluminium alloy floor template section bar, including multiple section bar bodies being mutually spliced, each section bar body includes the panel of integral molding, first vertical strengthening ribs, second vertical strengthening ribs and side rib, panel is used to contact moulding by casting plane with the concrete of outside, first vertical strengthening ribs are arranged on the back side middle position of panel, second vertical strengthening ribs and side rib are separately positioned on the back side both ends of panel, and also include end plate and cross reinforcing, end plate is arranged on the outermost both ends of mutual spliced multiple section bar bodies, cross reinforcing is arranged on the dorsal part of two adjacent section bar bodies, and it is connected with the first vertical strengthening ribs and the second vertical strengthening ribs.The utility model which reduces difficulty of processing, improves machining accuracy, and further increases the structural strength of panel in a lateral direction, so that the requirement of floor template construction can be fully achieved in spliced section bar.
Description
Technical field
It the utility model is related to building aluminum alloy mould plate technical field, more particularly to a kind of section construction aluminium alloy flooring
Template section bar.
Background technology
At present, in aluminum alloy building template builds house engineering, the general maximum modulus of floor template is that 400mm is wide, width
Face is partially narrow, and template section bar is unreasonable without vertical strengthening ribs, or design structure, so as to fail greatly to embody aluminum alloy mould plate
Advantage, and the setting of maximum modulus determines the combination property of aluminum alloy mould plate structural system.Aluminum alloy mould plate floor template
Current regular size is 400mm*1200mm, and individual template area is 0.48M2, weight about 10KG/, its major defect is width
Face is partially narrow, and accumulated error is big after the combination of large scale flooring, and construction molding construction joint is on the high side, and construction is carried often.
Utility model content
The utility model is mainly to solve the technical problem in the presence of prior art, so as to provide a kind of combined type width
Type, the section construction aluminium alloy floor template section bar that difficulty of processing is low, precision is high.
Above-mentioned technical problem of the present utility model is mainly what is be addressed by following technical proposals：
Section construction aluminium alloy floor template section bar provided by the utility model, including multiple types being mutually spliced
Material body, each section bar body include panel, the first vertical strengthening ribs, the second vertical strengthening ribs and the side of integral molding
Rib, the panel are used to contact moulding by casting plane with the concrete of outside, and first vertical strengthening ribs are arranged on the face
The back side middle position of plate, second vertical strengthening ribs and the side rib are separately positioned on the back side both ends of the panel,
And also including end plate and cross reinforcing, the end plate is arranged on the outside two of the multiple section bar bodies mutually spliced
End, the cross reinforcing are arranged on the dorsal part of the section bar body of adjacent two, and with first vertical strengthening ribs and
Second vertical strengthening ribs are connected.
Further, first vertical strengthening ribs are shaped as inverted trapezoidal, are additionally provided with the outside of second reinforcement
Chamfering.
Further, it is equipped between first vertical strengthening ribs, the second vertical strengthening ribs and side rib and the panel
Arc-shaped transitional surface.
Further, the plate thickness is 3.5mm-5mm.
The beneficial effects of the utility model are：By the way that the wide format demand of template is converted into by multiple this body phase of section bar
Mutually the formed combined type width type of splicing, which reduces difficulty of processing, improves machining accuracy, and pass through the back of the body in panel
Face sets the first vertical strengthening ribs, the second vertical strengthening ribs and side rib, not only greatly increases the structural strength of panel, Er Qie
One vertical strengthening ribs, the second vertical strengthening ribs are also used as the connection support of cross reinforcing, in a lateral direction further
Increase the structural strength of panel, so that the requirement of floor template construction can be fully achieved in spliced section bar.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of section construction aluminium alloy floor template section bar of the present utility model；
Fig. 2 is the structural representation of the section bar body of section construction aluminium alloy floor template section bar of the present utility model；
Fig. 3 is the top view of the section bar body of section construction aluminium alloy floor template section bar of the present utility model.
Embodiment
Preferred embodiment of the present utility model is described in detail below in conjunction with the accompanying drawings, so that the advantages of the utility model
It can be easier to be readily appreciated by one skilled in the art with feature, it is apparent clear and definite so as to be made to the scope of protection of the utility model
Define.
Refering to shown in Fig. 1-3, section construction aluminium alloy floor template section bar of the present utility model, including multiple mutually spell
The section bar body connect, each section bar body includes the panel 1 of integral molding, the first vertical strengthening ribs 2, second vertically add
Strengthening tendons 3 and side rib 4, panel 1 are used to contact moulding by casting plane with the concrete of outside, and the first vertical strengthening ribs 2 are arranged on face
The back side middle position of plate 1, the second vertical strengthening ribs 3 and side rib 4 are separately positioned on the back side both ends of panel 1, and also wrap
End plate 5 and cross reinforcing 6 are included, end plate 5 is arranged on the outermost both ends of mutual spliced multiple section bar bodies, laterally strengthened
Muscle 6 is arranged on the dorsal part of two adjacent section bar bodies, and is connected with the first vertical strengthening ribs 2 and the second vertical strengthening ribs 3.
The utility model mutually splices what is formed by the way that the wide format demand of template is converted into by multiple section bar bodies
Combined type width type, which reduces difficulty of processing, improves machining accuracy, and by setting first to erect at the back side of panel 1
To reinforcement 2, the second vertical strengthening ribs 3 and side rib 4, not only greatly increase the structural strength of panel 1, and first vertically adds
Strengthening tendons 2, the second vertical strengthening ribs 3 are also used as the connection support of cross reinforcing 6, further increase face in a lateral direction
The structural strength of plate 1, so that the requirement of floor template construction can be fully achieved in spliced section bar.
It is preferred that the first vertical strengthening ribs 2 are shaped as inverted trapezoidal, aluminum alloy mould plate section bar section inertia can be so increased
Square, so as to improve the intensity of template, the hanging area in the back side is reduced, and panel welding deformation is small when being welded with cross reinforcing 6.Second
The outside of reinforcement 3 is additionally provided with chamfering 8, and in symmetrical Combination Welding, this chamfering 8 makes it equivalent to groove welding has been opened
It is more firm and attractive in appearance after welding.
It is preferred that it is equipped with circular arc mistake between the first vertical strengthening ribs 2, the second vertical strengthening ribs 3 and side rib 4 and panel 1
Cross face 7.Arc-shaped transitional surface 7 strengthens the intensity of transition position, phenomena such as making it be not easy to deform.
In the present embodiment, the thickness of panel 1 is 3.5mm-5mm.So on the premise of proof strength requirement, advantageously reduce
Form-bar Press Machine tonnage, so as to reduce extrusion process cost, the precision after processing and assembling is improved, alleviates template weight,
Processing efficiency is improved, the template strength after combined and spliced (welding) is high, and rigidity is big, and it is small etc. to ensure that aluminum dipping form construction stress deforms
It is required that.
More than, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited thereto,
Any change or replacement expected without creative work, should all cover within the scope of protection of the utility model.Therefore,
The scope of protection of the utility model should be determined by the scope of protection defined in the claims.
Claims (4)
1. a kind of section construction aluminium alloy floor template section bar, including multiple section bar bodies being mutually spliced, its feature
It is, each section bar body includes panel, the first vertical strengthening ribs, the second vertical strengthening ribs and the side of integral molding
Rib, the panel are used to contact moulding by casting plane with the concrete of outside, and first vertical strengthening ribs are arranged on the face
The back side middle position of plate, second vertical strengthening ribs and the side rib are separately positioned on the back side both ends of the panel,
And also including end plate and cross reinforcing, the end plate is arranged on the outermost two of mutual spliced multiple section bar bodies
End, the cross reinforcing are arranged on the dorsal part of the section bar body of adjacent two, and with first vertical strengthening ribs and
Second vertical strengthening ribs are connected.
2. section construction aluminium alloy floor template section bar as claimed in claim 1, it is characterised in that described first vertically adds
Strengthening tendons is shaped as inverted trapezoidal, and chamfering is additionally provided with the outside of second reinforcement.
3. section construction aluminium alloy floor template section bar as claimed in claim 2, it is characterised in that described first vertically adds
Arc-shaped transitional surface is equipped between strengthening tendons, the second vertical strengthening ribs and side rib and the panel.
4. section construction aluminium alloy floor template section bar as claimed in claim 3, it is characterised in that the plate thickness is
3.5mm-5mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721080646.0U CN207177282U (en) | 2017-08-28 | 2017-08-28 | A kind of section construction aluminium alloy floor template section bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721080646.0U CN207177282U (en) | 2017-08-28 | 2017-08-28 | A kind of section construction aluminium alloy floor template section bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207177282U true CN207177282U (en) | 2018-04-03 |
Family
ID=61739153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721080646.0U Expired - Fee Related CN207177282U (en) | 2017-08-28 | 2017-08-28 | A kind of section construction aluminium alloy floor template section bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207177282U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576849A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | Template and building frame |
-
2017
- 2017-08-28 CN CN201721080646.0U patent/CN207177282U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576849A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | Template and building frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Jianfei Inventor before: Zhu Zhengquan |
|
| CB03 | Change of inventor or designer information | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180403 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |