CN207177281U - A kind of fibre cement formwork system - Google Patents
A kind of fibre cement formwork system Download PDFInfo
- Publication number
- CN207177281U CN207177281U CN201720720139.2U CN201720720139U CN207177281U CN 207177281 U CN207177281 U CN 207177281U CN 201720720139 U CN201720720139 U CN 201720720139U CN 207177281 U CN207177281 U CN 207177281U
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- China
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- fibre cement
- cement formwork
- support bar
- fixed
- formwork
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Abstract
The utility model discloses a kind of fibre cement formwork system,Including fibre cement formwork,Fibre cement formwork is screwed on horizontal support bar,Horizontal support bar is fixed on vertical support bar,Vertical support bar bottom is fixed on built-in fitting,Built-in fitting is embedded on reinforced concrete floor,The knighthead top of adjustable in length is fixed on vertical support bar,The knighthead bottom of adjustable in length is fixed on built-in fitting,There are Y type alkali-resistant glass fibre fag ends the side of fibre cement formwork towards shear force wall reinforcing steel bar,The side of fibre cement formwork towards shear force wall reinforcing steel bar is embedded with cordage handle,During formwork,The adjustable support system of fibre cement formwork behind can ensure the flatness and perpendicularity of formwork metope,After having poured shear wall concrete,After intensity to be achieved,Shear wall concrete turns into an entirety with fibre cement formwork,The support system rod member of behind need to only be removed,Metope need not paint,Eliminate hollowing and the common quality defect of cracking one kind.
Description
Technical field
Building template support system field is the utility model is related to, specially a kind of fibre cement formwork system.
Background technology
Building template typically uses wooden splint at present, and turnover is scrapped afterwards several times, is a kind of waste to material；Interior wall mould
During plate form removal, large area template transports difficulty by door-window opening；Traditional wall plaster uses thermal insulation mortar or light water
Cement mortar, it is also easy to produce the common quality defects such as hollowing cracking.
The content of the invention
The purpose of this utility model is to provide a kind of fibre cement formwork system, after shear wall concreting, fiber
Cement formwork is integrally formed with walls concrete, instead of traditional wall plaster layer, during form removal, as long as the turn of the screw and bolt,
The support system at the fibre cement formwork back side is removed, support system is made up of rod member, rod member and easily by door and window hole
Mouth transport.
To achieve the above object, the utility model provides following technical scheme：A kind of fibre cement formwork system, including fibre
Cement formwork is tieed up, fibre cement formwork is screwed on horizontal support bar, and horizontal support bar is fixed on vertical support bar,
Vertical support bar bottom is fixed on built-in fitting, and built-in fitting is embedded on reinforced concrete floor, on the knighthead of adjustable in length
Portion is fixed on vertical support bar, and the knighthead bottom of adjustable in length is fixed on built-in fitting, fibre cement formwork towards
There are Y type alkali-resistant glass fibre fag ends the side of shear force wall reinforcing steel bar, and the side of fibre cement formwork towards shear force wall reinforcing steel bar is embedded with
Cordage handle.
Preferably, the fibre cement formwork can be according to the design requirement of wall plastering layer, using thermal insulation mortar
Or the cement mortar incorporation reinforcing material such as fiber, prefabricated in advance and conserve, high-strength light, processing characteristics is good, can saw that can follow closely can
Drilling, is not likely to produce warpage and crackle, and back side flatness is high, is not required to paint again, can will be size normalised according to building module,
The fibre cement formwork of modular size need to be only screwed when formwork is installed on support system, corner location size is not
Enough can saw fibre cement formwork is short.
Preferably, there are Y type alkali-resistant glass fibre fag ends the side of fibre cement formwork towards the shear wall, pours shearing
After wall concrete, in Y type alkali-resistant glass fibres fag end embedment shear wall concrete, shear wall concrete and dimension cement mould are enhanced
The attachment force of shell, it is not likely to produce metope hollowing.
Preferably, the fibre cement formwork is screwed on horizontal support bar, during form removal, as long as screw is torn open
Remove, formwork is that disengaging contacts with support system.
Preferably, vertical support bar, the knighthead of adjustable in length and the reinforced concrete floor form one it is stable
Triangular support system, is fixed on reinforced concrete floor by built-in fitting, will not be sent out when pouring shear wall concrete because of vibration
Raw displacement, can adjust the perpendicularity of vertical support bar by adjusting the length of knighthead.
Compared with prior art, the beneficial effects of the utility model are as follows：
1st, fibre cement formwork architecture is simple used by the utility model, easy to operate, can save plank sheathing
Deng material, it is possible to reduce form removal workload.
2nd, fibre cement formwork system used by the utility model, after pouring shear wall concrete, fibre cement formwork
Turn into an entirety with shear wall concrete, metope is not likely to produce hollowing and the common quality defect of cracking one kind.
3rd, the utility model the flatness at the control cement formwork back side, passes through stabilization by prefibers cement formwork
Formwork support system, the perpendicularity and flatness of metope are controlled, metope does not have to paint after completion, can save the construction period.
Brief description of the drawings
Fig. 1 is the utility model side elevation schematic diagram；
Fig. 2 is the positive elevational schematic view of the utility model；
Fig. 3 is fibre cement formwork detail drawing；
In figure：It is 1 fibre cement formwork, 2 horizontal support bars, 3 vertical support bars, the knighthead of 4 adjustable in length, 5 pre-
Embedded part, 6 shear force wall reinforcing steel bars, 7 reinforced concrete floors, 11Y type alkali-resistant glass fibres fag end, 12 cordage handles, 21 screws.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Refer to Fig. 1-3, a kind of fibre cement formwork system, including fibre cement formwork, fibre cement formwork screw
It is fixed on horizontal support bar, horizontal support bar is fixed on vertical support bar, and vertical support bar bottom is fixed on built-in fitting,
Built-in fitting is embedded on reinforced concrete floor, the knighthead top of adjustable in length is fixed on vertical support bar, adjustable length
The knighthead bottom of section is fixed on built-in fitting, and there are Y type alkali-proof glasses the side of fibre cement formwork towards shear force wall reinforcing steel bar
Fiber fag end, the side of fibre cement formwork towards shear force wall reinforcing steel bar are embedded with cordage handle, during formwork, fibre cement formwork
The adjustable support system of behind can ensure the flatness and perpendicularity of formwork metope, after having poured shear wall concrete, treat
After reaching intensity, shear wall concrete turns into an entirety with fibre cement formwork, need to only remove the support system rod member of behind.
In summary：The fibre cement formwork system, traditional plank sheathing is substituted by using prefibers cement formwork,
After pouring shear wall concrete, fibre cement formwork turns into an entirety without removing with shear wall concrete, as long as tearing open
It is easily operated except the support system rod member of behind.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of fibre cement formwork system, including fibre cement formwork（1）, fibre cement formwork（1）Use screw（21）It is fixed
In horizontal support bar（2）On, horizontal support bar（2）It is fixed on vertical support bar（3）On, vertical support bar（3）Bottom is fixed on
On built-in fitting (5), built-in fitting (5) is embedded on reinforced concrete floor (7), the knighthead of adjustable in length（4）Top is fixed on
Vertical support bar（3）On, the knighthead of adjustable in length（4）Bottom is fixed on built-in fitting（5）On, fibre cement formwork（1）
Towards shear force wall reinforcing steel bar（6）Side have Y type alkali-resistant glass fibre fag ends（11）, fibre cement formwork（1）Towards shear wall steel
Muscle（6）Side be embedded with cordage handle（12）.
A kind of 2. fibre cement formwork system according to claim 1, it is characterised in that：The fibre cement formwork（1）
It is prefabricated in advance and conserve.
A kind of 3. fibre cement formwork system according to claim 1, it is characterised in that：The fibre cement formwork（1）
Towards shear force wall reinforcing steel bar（6）Side have Y type alkali-resistant glass fibre fag ends（11）, after pouring shear wall concrete, the alkaline-resisting glass of Y types
Glass fiber fag end（11）In Transducers Embedded in Concrete.
A kind of 4. fibre cement formwork system according to claim 1, it is characterised in that：The fibre cement formwork（1）
Use screw（21）It is fixed on horizontal support bar（2）On.
A kind of 5. fibre cement formwork system according to claim 1, it is characterised in that：The vertical support bar（3）, it is long
Spend adjustable knighthead（4）A stable triangular support system is formed with reinforced concrete floor (7), passes through built-in fitting
(5) it is fixed on reinforced concrete floor (7).
A kind of 6. fibre cement formwork system according to claim 1, it is characterised in that：The vertical support bar（3）, it is long
Spend adjustable knighthead（4）A vertical support bar is formed with reinforced concrete floor (7)（3）Perpendicular to the stabilization of horizontal plane
Triangular support system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720720139.2U CN207177281U (en) | 2017-06-20 | 2017-06-20 | A kind of fibre cement formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720720139.2U CN207177281U (en) | 2017-06-20 | 2017-06-20 | A kind of fibre cement formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207177281U true CN207177281U (en) | 2018-04-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720720139.2U Active CN207177281U (en) | 2017-06-20 | 2017-06-20 | A kind of fibre cement formwork system |
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| CN (1) | CN207177281U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116927382A (en) * | 2023-09-05 | 2023-10-24 | 海南威特建设科技有限公司 | Membrane shell shear wall structure and preparation method thereof |
-
2017
- 2017-06-20 CN CN201720720139.2U patent/CN207177281U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116927382A (en) * | 2023-09-05 | 2023-10-24 | 海南威特建设科技有限公司 | Membrane shell shear wall structure and preparation method thereof |
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