CN102808492A - Netlike reinforcing composite foaming cement board and manufacturing method thereof - Google Patents
Netlike reinforcing composite foaming cement board and manufacturing method thereof Download PDFInfo
- Publication number
- CN102808492A CN102808492A CN2012103131439A CN201210313143A CN102808492A CN 102808492 A CN102808492 A CN 102808492A CN 2012103131439 A CN2012103131439 A CN 2012103131439A CN 201210313143 A CN201210313143 A CN 201210313143A CN 102808492 A CN102808492 A CN 102808492A
- Authority
- CN
- China
- Prior art keywords
- netted
- foaming
- cement
- enhancement layer
- reinforcing rib
- Prior art date
- 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.)
- Pending
Links
Images
Landscapes
- Producing Shaped Articles From Materials (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention relates to a netlike reinforcing composite foaming cement board. The board consists of a netlike reinforcing part and foaming cement, wherein the netlike reinforcing part is formed by connecting upper and lower netlike reinforcing layers through a reinforcing rib. The compressive strength and tensile strength of the foaming cement board are improved. In order to improve the durability of the netlike reinforcing rib, a galvanized steel wire net or alkali-resistant grid cloth is adopted, and the grids and height of the net or the cloth are adjusted according to the requirement, so that the safety and stability of a heat preservation layer can be effectively improved, and the board is high in compressive strength, tensile strength, breaking strength, mechanical property and using stability.
Description
Technical field
The present invention relates to a kind of foam cement plate, is high netted reinforcement composite foaming cement plate of a kind of resistance to compression, tension and rupture strength and preparation method thereof specifically, is particularly useful for the outer insulation of external wall and makes the insulation and decoration integrated plate use.
Background technology
Composite foaming cement plate combustibility in the market is comparatively desirable, but existing most of foam cement plate all is through outside expanded material, setting up multiple coating, to increase its endurance quality; The structure of multiple layers of different materials; Its fragility is big, and resistance to compression, tension, rupture strength are low, and functional performance is poor.
Summary of the invention
Big in order to overcome existing composite foaming cement plate fragility; Defectives such as resistance to compression, tension, fracture resistance difference; The present invention provides a kind of resistance to compression, tension and rupture strength big, the netted reinforcement composite foaming cement plate that mechanical property and stability in use are high, and the preparation method of this cement board is simple; Simple operation, but different use occasion requirements are satisfied in field fabrication.
The technical scheme that the present invention adopts is; A kind of netted reinforcement composite foaming cement plate is made up of netted reinforcing section and foam cement, it is characterized in that said netted reinforcing section is formed by connecting through reinforcing rib upper and lower netted enhancement Layer.
Said upper and lower netted enhancement Layer is alkaline-resisting glass or galvanized steel wire netting, and alkaline-resisting glass is knitted by warp, latitude right-angled intersection by glass wire, and relative right-angled intersection place of upper and lower alkaline-resisting glass is connected up and down by reinforcing rib; Galvanized steel wire netting is knitted or is welded into by warp, latitude right-angled intersection by zinc-coated wire, and relative right-angled intersection place of upper and lower galvanized steel wire netting is connected up and down by reinforcing rib.
The net of said upper and lower netted enhancement Layer is 5-10cm x 5-10cm at a distance from size.
Said foaming part forms through the chemical foaming technology foaming by adding flyash, early strength admixture, water reducing agent, calcium stearate, polypropylene fibre, hydrogen peroxide solution in portland cement or the sulphate aluminium cement.Said reinforcing rib is glass wire or zinc-coated wire.
A kind of preparation method of netted reinforcement composite foaming cement plate is characterized in that: may further comprise the steps:
molding: select timber or steel plate for use, be made into four limit pattern frames according to the length dimensional requirement;
foaming: choose portland cement or sulphate aluminium cement 60-85 part, flyash 10-20 part, calcium stearate 1-3 part, add the mixing of polypropylene fibre 1-3 part in the agitated reactor by mass fraction; Add water 40-70 part and stir, add early strength admixture 3-5 part, water reducing agent 3-5 part, hydrogen peroxide solution 5-10 part stirring foaming again;
makes: put into framed after the upper and lower netted enhancement Layer of netted reinforcing section is connected through reinforcing rib; Spacing is no more than framed height between the upper and lower netted enhancement Layer; Inject foaming slurry natural foaming then; Place the template compacting at framed top, leave standstill to take out to leave standstill after 40-60 minute and got final product in maintenance 1-2 days.
Said early strength admixture is chlorate early strength admixture or sulfate early strength admixture.
Said water reducing agent is the lignosulfonates water reducing agent or gathers the hydroxy acid water reducing agent.
The present invention has set up the netted reinforcing section that is formed by connecting through reinforcing rib upper and lower netted enhancement Layer in the foam cement plate; The foam cement slab integral is strengthened; Simultaneously foaming raw material is improved, improve the foaming and intumescing effect, final foam cement plate has higher tension, resistance to compression, rupture strength; Separate certainly shortcomings such as composite foaming cement plate tensile strength is low, frangible, prolonged cement board application life.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Among the figure: foaming part 1, go up netted enhancement Layer 2, following netted enhancement Layer 3, reinforcing rib 4.
The specific embodiment
Below in conjunction with accompanying drawing patent of the present invention is further specified.
Shown in Figure 1, a kind of netted enhancing composite foaming cement plate comprises foaming part 1, upward netted enhancement Layer 2, following netted enhancement Layer 3 and reinforcing rib 4.The foaming part 1 of cement board forms through the chemical foaming technology foaming by adding additive in portland cement or the sulphate aluminium cement; Be respectively equipped with upper and lower netted enhancement Layer 2,3 in the upper and lower top layer of foaming part 1; Upper and lower netted enhancement Layer 2,3 is alkaline-resisting glass or galvanized steel wire netting; Alkaline-resisting glass is knitted by warp, latitude right-angled intersection by glass wire, and relative right-angled intersection place of upper and lower alkaline-resisting glass is connected up and down by reinforcing rib 4; Galvanized steel wire netting is knitted or is welded into by warp, latitude right-angled intersection by zinc-coated wire, and relative right-angled intersection place of upper and lower galvanized steel wire netting is connected up and down by reinforcing rib 4, and reinforcing rib 4 is glass wire or zinc-coated wire.
Embodiment one
A kind of preparation method of netted reinforcement composite foaming cement plate may further comprise the steps:
molding: select timber or steel plate for use, be made into four limit pattern frames according to the length dimensional requirement;
foaming: by mass fraction choose portland cement or 60 parts of sulphate aluminium cements, 10 parts in flyash, 1 part of calcium stearate, polypropylene fibre mixes for 1 part and adds in the agitated reactor; Add water and stir for 40 parts, add 3 parts of early strength admixture, 3 parts of water reducing agents, 5 parts of stirring foaming of hydrogen peroxide solution again;
makes: put into framed after the upper and lower netted enhancement Layer of netted reinforcing section is connected through reinforcing rib; Spacing is no more than framed height between the upper and lower netted enhancement Layer; Inject foaming slurry natural foaming then; Place the template compacting at framed top, leave standstill to take out after 40 minutes and leave standstill maintenance and got final product in 1 day.
Embodiment two
A kind of preparation method of netted reinforcement composite foaming cement plate may further comprise the steps:
molding: select timber or steel plate for use, be made into four limit pattern frames according to the length dimensional requirement;
foaming: by mass fraction choose portland cement or 75 parts of sulphate aluminium cements, 15 parts in flyash, 2 parts of calcium stearates, polypropylene fibre mixes for 2 parts and adds in the agitated reactor; Add water and stir for 60 parts, add 4 parts of early strength admixture, 4 parts of water reducing agents, 8 parts of stirring foaming of hydrogen peroxide solution again;
makes: put into framed after the upper and lower netted enhancement Layer of netted reinforcing section is connected through reinforcing rib; Spacing is no more than framed height between the upper and lower netted enhancement Layer; Inject foaming slurry natural foaming then; Place the template compacting at framed top, leave standstill to take out after 55 minutes and leave standstill maintenance and got final product in 2 days.
Embodiment three
A kind of preparation method of netted reinforcement composite foaming cement plate may further comprise the steps:
molding: select timber or steel plate for use, be made into four limit pattern frames according to the length dimensional requirement;
foaming: by mass fraction choose portland cement or 85 parts of sulphate aluminium cements, 20 parts in flyash, 3 parts of calcium stearates, polypropylene fibre mixes for 3 parts and adds in the agitated reactor; Add water and stir for 70 parts, add 5 parts of early strength admixture, 5 parts of water reducing agents, 10 parts of stirring foaming of hydrogen peroxide solution again;
makes: put into framed after the upper and lower netted enhancement Layer of netted reinforcing section is connected through reinforcing rib; Spacing is no more than framed height between the upper and lower netted enhancement Layer; Inject foaming slurry natural foaming then; Place the template compacting at framed top, leave standstill to take out after 60 minutes and leave standstill maintenance and got final product in 2 days.
Claims (8)
1. a netted reinforcement composite foaming cement plate is made up of netted reinforcing section and foam cement, and it is characterized in that: said netted reinforcing section is formed by connecting through reinforcing rib upper and lower netted enhancement Layer.
2. a kind of netted reinforcement composite foaming cement plate according to claim 1; It is characterized in that: said upper and lower netted enhancement Layer is alkali-resistant glass fiber mesh or galvanized steel wire netting; Alkali-resistant glass fiber mesh is knitted by warp, latitude right-angled intersection by glass wire, and relative right-angled intersection place of upper and lower alkaline-resisting glass is connected up and down by reinforcing rib; Galvanized steel wire netting is knitted or is welded into by warp, latitude right-angled intersection by zinc-coated wire, and relative right-angled intersection place of upper and lower galvanized steel wire netting is connected up and down by reinforcing rib.
3. a kind of netted reinforcement composite foaming cement plate according to claim 1 and 2 is characterized in that: the net of said upper and lower netted enhancement Layer is 5-10cm x 5-10cm at a distance from size.
4. a kind of netted reinforcement composite foaming cement plate according to claim 1 and 2, it is characterized in that: said reinforcing rib is glass wire or zinc-coated wire.
5. a kind of netted reinforcement composite foaming cement plate according to claim 1 is characterized in that: said foaming part forms through the chemical foaming technology foaming by adding flyash, early strength admixture, water reducing agent, calcium stearate, polypropylene fibre, hydrogen peroxide solution in portland cement or the sulphate aluminium cement.
6. the preparation method of a netted reinforcement composite foaming cement plate is characterized in that: may further comprise the steps:
molding: select timber or steel plate for use, be made into four limit pattern frames according to the length dimensional requirement;
foaming: choose portland cement or sulphate aluminium cement 60-85 part, flyash 10-20 part, calcium stearate 1-3 part, add the mixing of polypropylene fibre 1-3 part in the agitated reactor by mass fraction; Add water 40-70 part and stir, add early strength admixture 3-5 part, water reducing agent 3-5 part, hydrogen peroxide solution 5-10 part stirring foaming again;
makes: put into framed after the upper and lower netted enhancement Layer of netted reinforcing section is connected through reinforcing rib; Spacing is no more than framed height between the upper and lower netted enhancement Layer; Inject foaming slurry natural foaming then; Place the template compacting at framed top, leave standstill to take out to leave standstill after 40-60 minute and got final product in maintenance 1-2 days.
7. according to the preparation method of claim 5 or 6 described a kind of netted reinforcement composite foaming cement plates, it is characterized in that; Said early strength admixture is chlorate early strength admixture or sulfate early strength admixture.
8. according to the preparation method of claim 5 or 6 described a kind of netted reinforcement composite foaming cement plates, it is characterized in that: said water reducing agent is the lignosulfonates water reducing agent or gathers the hydroxy acid water reducing agent.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012103131439A CN102808492A (en) | 2012-08-30 | 2012-08-30 | Netlike reinforcing composite foaming cement board and manufacturing method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012103131439A CN102808492A (en) | 2012-08-30 | 2012-08-30 | Netlike reinforcing composite foaming cement board and manufacturing method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102808492A true CN102808492A (en) | 2012-12-05 |
Family
ID=47232347
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012103131439A Pending CN102808492A (en) | 2012-08-30 | 2012-08-30 | Netlike reinforcing composite foaming cement board and manufacturing method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102808492A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103172327A (en) * | 2013-04-08 | 2013-06-26 | 上海中驰建筑工程有限公司 | Reinforced cement foaming board and preparation method thereof |
CN103758307A (en) * | 2013-12-30 | 2014-04-30 | 王东彬 | Faux wallpaper wallboard coated with ultraviolet-resistant coating and manufacturing method thereof |
CN104446631A (en) * | 2014-12-18 | 2015-03-25 | 无锡伊诺永利文化创意有限公司 | Composite foamed cement board |
CN107558635A (en) * | 2017-10-12 | 2018-01-09 | 贺州学院 | Plug-type assembled wall and assembled arthitecutral structure |
CN107558629A (en) * | 2017-10-12 | 2018-01-09 | 贺州学院 | Assembled decorating wall and assembled arthitecutral structure |
CN107587650A (en) * | 2017-10-12 | 2018-01-16 | 贺州学院 | Structural panel and assembled arthitecutral structure with sub-door |
CN109629668A (en) * | 2018-11-29 | 2019-04-16 | 重庆安吉升科技有限公司 | A kind of enhanced foamed cement inorganic clad plate and its production method with constraint foam process production |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2051257U (en) * | 1989-04-27 | 1990-01-17 | 陈士锳 | Steel mesh formed plastic light prefabricated wall |
CN1557618A (en) * | 2004-01-18 | 2004-12-29 | 熊吉如 | Apparatus and method for producing foaming concrete construction wall plate coated by glass fiber reinforced cement |
CN102424556A (en) * | 2011-09-16 | 2012-04-25 | 同济大学 | Ultra-low apparent density and high-performance foam concrete material and its preparation method |
CN202787542U (en) * | 2012-08-30 | 2013-03-13 | 戚小平 | Netlike reinforcing composite foam cement slab |
-
2012
- 2012-08-30 CN CN2012103131439A patent/CN102808492A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2051257U (en) * | 1989-04-27 | 1990-01-17 | 陈士锳 | Steel mesh formed plastic light prefabricated wall |
CN1557618A (en) * | 2004-01-18 | 2004-12-29 | 熊吉如 | Apparatus and method for producing foaming concrete construction wall plate coated by glass fiber reinforced cement |
CN102424556A (en) * | 2011-09-16 | 2012-04-25 | 同济大学 | Ultra-low apparent density and high-performance foam concrete material and its preparation method |
CN202787542U (en) * | 2012-08-30 | 2013-03-13 | 戚小平 | Netlike reinforcing composite foam cement slab |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103172327A (en) * | 2013-04-08 | 2013-06-26 | 上海中驰建筑工程有限公司 | Reinforced cement foaming board and preparation method thereof |
CN103758307A (en) * | 2013-12-30 | 2014-04-30 | 王东彬 | Faux wallpaper wallboard coated with ultraviolet-resistant coating and manufacturing method thereof |
CN103758307B (en) * | 2013-12-30 | 2016-01-20 | 王东彬 | A kind of imitative Faux wallpaper wallboard scribbling ultraviolet resistant and preparation method thereof |
CN104446631A (en) * | 2014-12-18 | 2015-03-25 | 无锡伊诺永利文化创意有限公司 | Composite foamed cement board |
CN107558635A (en) * | 2017-10-12 | 2018-01-09 | 贺州学院 | Plug-type assembled wall and assembled arthitecutral structure |
CN107558629A (en) * | 2017-10-12 | 2018-01-09 | 贺州学院 | Assembled decorating wall and assembled arthitecutral structure |
CN107587650A (en) * | 2017-10-12 | 2018-01-16 | 贺州学院 | Structural panel and assembled arthitecutral structure with sub-door |
CN109629668A (en) * | 2018-11-29 | 2019-04-16 | 重庆安吉升科技有限公司 | A kind of enhanced foamed cement inorganic clad plate and its production method with constraint foam process production |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102808492A (en) | Netlike reinforcing composite foaming cement board and manufacturing method thereof | |
CN103435318B (en) | Insulation board for external wall of building | |
CN103553458B (en) | C180 strength-grade concrete for formed steel concrete composite structure | |
CN203769239U (en) | Flat artificial stone and curtain wall thereof | |
CN108395274A (en) | A kind of light high-strength haydite foam concrete and preparation method thereof | |
CN103266760A (en) | Permanent beam template made of fiber woven mesh reinforced cement based composite material and method for manufacturing permanent beam template | |
CN102643057B (en) | Construction method of EPS (expanded polystyrene) light aggregate concrete thermal insulation building mould | |
CN103539407A (en) | Concrete for steel reinforced concrete combined structure with C160 strength level | |
CN103553494B (en) | C170 strength-grade concrete for formed steel concrete composite structure | |
CN101913815A (en) | Concrete with strength grade of C140 used for profile steel-concrete composite structure | |
CN202787542U (en) | Netlike reinforcing composite foam cement slab | |
CN106892624A (en) | A kind of iron tailings foam concrete and prefabricated steel framework wallboard and its construction method | |
CN102964080A (en) | Composite foaming agent for concrete | |
CN107522439B (en) | Foam concrete and application thereof in producing light waterproof batten | |
CN200939651Y (en) | Building bricks reinforced by carbon fibers | |
CN104030626A (en) | Lightweight-aggregate high-earthquake-resistant concrete | |
CN101913822A (en) | C150 (strength grade) concrete for section steel-concrete combined structure | |
CN205153276U (en) | Composite heat -insulating wall board | |
CN105693180A (en) | Gypsum based EPS composite thermal insulation wall material | |
CN105130327A (en) | Modified gas-forming additive and lightweight concrete doped with a large amount of tailings wet slag | |
CN102808493A (en) | Method for manufacturing netlike reinforcing composite foaming cement board | |
CN205776349U (en) | A kind of stand alone type brick setting antidetonation cave dwelling | |
CN101734891A (en) | Novel light reinforced concrete wall material produced by mixing sintered aggregates and production method | |
CN104100042A (en) | Steel skeleton-steel pipe fiber concrete T-shaped section composite column | |
CN106007528A (en) | Light-weight concrete |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20121205 |