CN206346371U - A kind of new reinforcing steel bar truss mould plate - Google Patents
A kind of new reinforcing steel bar truss mould plate Download PDFInfo
- Publication number
- CN206346371U CN206346371U CN201621368397.0U CN201621368397U CN206346371U CN 206346371 U CN206346371 U CN 206346371U CN 201621368397 U CN201621368397 U CN 201621368397U CN 206346371 U CN206346371 U CN 206346371U
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- reinforcing bar
- clip
- web member
- bar
- zinc
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Abstract
The utility model is related to a kind of new reinforcing steel bar truss mould plate, including web member reinforcing bar, the reinforcing bar that winds up, lower edge reinforcing bar, reinforcement, clip, zinc-plated profiled sheet and rivet, web member reinforcing bar is inverted V-shaped reinforcing bar, the reinforcing bar that winds up is welded on the downside of web member reinforcing bar upper end, web member reinforcing bar bottom is symmetrical arranged lower edge reinforcing bar, level welds reinforcement between the bottom of web member reinforcing bar two, the bottom of web member reinforcing bar two is disposed as flat end, engage clip in the flat end, and clip is plastics clip, zinc-plated profiled sheet is set on the downside of clip, and clip passes through rivet interlacement with zinc-plated profiled sheet.The beneficial effects of the utility model：Structural strength is big, it is easy to operate, and greatly reducing truss bars after weld job, form removal has the protective layer of standard requirement, will not be by corrosion.
Description
Technical field
The utility model is related to a kind of template, more particularly to a kind of new reinforcing steel bar truss mould plate.
Background technology
Floor system accounts for sizable ratio in the quantities of total, largely have impact on total
Construction costs and construction speed.How improving assembling degree, accelerating speed of application is also to promote steel building to be solved
Certainly the problem of.Reinforcement bar truss mould plate is into steel bar girder, and by steel bar girder and zinc-plated pressure by reinforcing bar in floor in factory process
The incorporated gang form of shape steel plate.
Existing reinforcement bar truss mould plate together with steel bar truss welding, not only needs usually by zinc-plated profiled sheet
Welding procedure is more, and because zinc-plated profiled sheet is not easy welding and causes manufacturing cost higher than relatively thin；And due to tearing open
Welding position is easily caused getting rusty for steel bar girder, construction quality is adversely affected outside concrete after mould.
Utility model content
Technical problem to be solved in the utility model is：A kind of new reinforcing steel bar truss mould plate is provided, solving to plate
Zinc profiled sheet welds costly together with steel bar truss welding, and welding position is outside concrete after form removal, easily
Cause getting rusty for steel bar girder, the problem of being adversely affected to construction quality.
The technical scheme that the utility model is used by solution the problem of set forth above is：
A kind of new reinforcing steel bar truss mould plate, including web member reinforcing bar 1, the reinforcing bar 2 that winds up, lower edge reinforcing bar 3, reinforcement 4, clip 5,
Zinc-plated profiled sheet 6 and rivet 7, web member reinforcing bar 1 are that wind up reinforcing bar 2, web member are welded on the downside of inverted V-shaped reinforcing bar, the upper end of web member reinforcing bar 1
The bottom of reinforcing bar 1 is symmetrical arranged level between lower edge reinforcing bar 3,1 liang of bottom of web member reinforcing bar and welds reinforcement 4,1 liang of bottom of web member reinforcing bar
It is disposed as in flat end, the flat end engaging clip 5, and clip 5 is plastics clip, the downside of clip 5 sets zinc-plated die mould
Steel plate 6, and clip 5 is connected with zinc-plated profiled sheet 6 by rivet 7.
Described clip 5 is Ω shape clips, convenient by clip and, web member reinforcing bar flat end engaging and fixed.
The wall thickness of described clip 5 is any for 3mm, 5mm or 8mm's, is protected according to civil engineering Authority Contro1 Bars In Poured Concrete Slab reinforcing bar
The thickness of sheath.
Described lower edge reinforcing bar 3 is arranged on the outside of web member reinforcing bar 1, strengthens the anti-shearing performance of web member reinforcing bar.
Operation principle of the present utility model：First steel bar girder is made when using and finished, then by the uniform cloth of steel bar girder
Put on the upside of zinc-plated profiled sheet, then clip is fastened in the flat segments of web member reinforcing bar, finally with rivet by clip and web member
Bar connecting.
The beneficial effects of the utility model are：1st, structural strength is big, it is easy to operate, and greatly reduces weld job, tears open
Truss bars has the protective layer of standard requirement after mould, will not be by corrosion.2nd, clip is Ω shape clips, conveniently by clip and abdomen
Bar reinforcing bar flat end engages, and fixed.3rd, the wall thickness of clip is any of 3mm, 5mm or 8mm, according to civil engineering specification control
The thickness of cast-in-situ slabs tendon protective layer processed.4th, lower edge steel-bar arrangement strengthens the anti-shearing of web member reinforcing bar on the outside of web member reinforcing bar
Performance.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of clip in Fig. 1.
Wherein, 1- web members reinforcing bar, 2- wind up reinforcing bar, 3- lower edges reinforcing bar, 4- reinforcements, 5- clips, the zinc-plated profiled sheets of 6-,
7- rivets.
Embodiment
Embodiment of the present utility model is further illustrated below in conjunction with the accompanying drawings.
Reference picture 1-2, a kind of new reinforcing steel bar truss mould plate described in present embodiment, including web member reinforcing bar 1, wind up
Reinforcing bar 2, lower edge reinforcing bar 3, reinforcement 4, clip 5, zinc-plated profiled sheet 6 and rivet 7, web member reinforcing bar 1 are inverted V-shaped reinforcing bar, web member
The reinforcing bar 2 that winds up is welded on the downside of the upper end of reinforcing bar 1, the bottom of web member reinforcing bar 1 is symmetrical arranged between lower edge reinforcing bar 3,1 liang of bottom of web member reinforcing bar
Level welds reinforcement 4, and 1 liang of bottom of web member reinforcing bar is disposed as in flat end, the flat end engaging clip 5, and clip 5 is
Plastics clip, the downside of clip 5 sets zinc-plated profiled sheet 6, and clip 5 is connected with zinc-plated profiled sheet 6 by rivet 7.
Described clip 5 is Ω shape clips, convenient by clip and, web member reinforcing bar flat end engaging and fixed.
The wall thickness of described clip 5 is any for 3mm, 5mm or 8mm's, is protected according to civil engineering Authority Contro1 Bars In Poured Concrete Slab reinforcing bar
The thickness of sheath.
Described lower edge reinforcing bar 3 is arranged on the outside of web member reinforcing bar 1, strengthens the anti-shearing performance of web member reinforcing bar.
The operation principle of present embodiment：First steel bar girder is made when using and finished, it is then that steel bar girder is equal
It is even to be arranged on the upside of zinc-plated profiled sheet, then clip is fastened in the flat segments of web member reinforcing bar, finally with rivet by clip with
Web member bar connecting.
The beneficial effect of present embodiment is：1st, structural strength is big, it is easy to operate, and greatly reduces welding and makees
Truss bars has the protective layer of standard requirement after industry, form removal, will not be by corrosion.2nd, clip is Ω shape clips, convenient by clip
With, the engaging of web member reinforcing bar flat end, and it is fixed.3rd, the wall thickness of clip is any of 3mm, 5mm or 8mm, according to civil engineering
The thickness of Authority Contro1 cast-in-situ slabs tendon protective layer.4th, lower edge steel-bar arrangement strengthens the anti-of web member reinforcing bar on the outside of web member reinforcing bar
The performance of shearing.
Specific embodiment of the utility model is not constituted to limitation of the present utility model, every to use phase of the present utility model
Like structure and change, in protection domain of the present utility model.
Claims (4)
1. a kind of new reinforcing steel bar truss mould plate, it is characterised in that：Including web member reinforcing bar（1）, wind up reinforcing bar（2）, lower edge reinforcing bar
（3）, reinforcement（4）, clip（5）, zinc-plated profiled sheet（6）And rivet（7）, web member reinforcing bar（1）For inverted V-shaped reinforcing bar, web member steel
Muscle（1）The reinforcing bar that winds up is welded on the downside of upper end（2）, web member reinforcing bar（1）Bottom is symmetrical arranged lower edge reinforcing bar（3）, web member reinforcing bar（1）Two
Level welds reinforcement between bottom（4）, web member reinforcing bar（1）Two bottoms are disposed as in flat end, the flat end engaging card
Hoop（5）, and clip（5）For plastics clip, clip（5）Downside sets zinc-plated profiled sheet（6）, and clip（5）With zinc-plated die mould
Steel plate（6）Pass through rivet（7）Connection.
2. a kind of new reinforcing steel bar truss mould plate as claimed in claim 1, it is characterised in that：Described clip（5）For Ω shape cards
Hoop.
3. a kind of new reinforcing steel bar truss mould plate as claimed in claim 2, it is characterised in that：Described clip（5）Wall thickness be
3mm, 5mm or 8mm's is any.
4. a kind of new reinforcing steel bar truss mould plate as claimed in claim 1, it is characterised in that：Described lower edge reinforcing bar（3）Set
In web member reinforcing bar（1）Outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621368397.0U CN206346371U (en) | 2016-12-14 | 2016-12-14 | A kind of new reinforcing steel bar truss mould plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621368397.0U CN206346371U (en) | 2016-12-14 | 2016-12-14 | A kind of new reinforcing steel bar truss mould plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206346371U true CN206346371U (en) | 2017-07-21 |
Family
ID=59322407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621368397.0U Active CN206346371U (en) | 2016-12-14 | 2016-12-14 | A kind of new reinforcing steel bar truss mould plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206346371U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685405A (en) * | 2019-10-17 | 2020-01-14 | 龚会萍 | Concrete floor steel truss structure |
| CN110886420A (en) * | 2019-10-18 | 2020-03-17 | 湖南耐普特科技有限公司 | Connecting assembly of floor support plate |
-
2016
- 2016-12-14 CN CN201621368397.0U patent/CN206346371U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110685405A (en) * | 2019-10-17 | 2020-01-14 | 龚会萍 | Concrete floor steel truss structure |
| CN110685405B (en) * | 2019-10-17 | 2021-06-01 | 中山市建工建设工程有限公司 | Concrete floor steel truss structure |
| CN110886420A (en) * | 2019-10-18 | 2020-03-17 | 湖南耐普特科技有限公司 | Connecting assembly of floor support plate |
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|---|---|---|---|
| GR01 | Patent grant |