CN102535734A - Fiber-reinforced multilayer cement board and manufacturing method thereof - Google Patents
Fiber-reinforced multilayer cement board and manufacturing method thereof Download PDFInfo
- Publication number
- CN102535734A CN102535734A CN2012100548267A CN201210054826A CN102535734A CN 102535734 A CN102535734 A CN 102535734A CN 2012100548267 A CN2012100548267 A CN 2012100548267A CN 201210054826 A CN201210054826 A CN 201210054826A CN 102535734 A CN102535734 A CN 102535734A
- Authority
- CN
- China
- Prior art keywords
- cement
- board
- fiber
- layer
- increased pressure
- 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
- Road Paving Structures (AREA)
- Laminated Bodies (AREA)
Abstract
The invention relates to a concrete structure and particularly relates to a fiber-reinforced multilayer cement board and a manufacturing method thereof. The fiber-reinforced multilayer cement board is formed by overlapping and bonding a cement pressurizing board and a fiber-reinforced mesh fabric. The manufacturing method comprises the following steps: shearing a cement pressurizing board and carrying out surface purifying treatment; uniformly coating a bonding agent on a surface layer of the treated cement pressurizing board; smoothly paving and attaching the fiber-reinforced mesh fabric to the surface layer of the cement pressurizing board; pressing and coating the treated cement pressurizing board on the upper layer on the paved and attached fiber-reinforced mesh fabric; and processing layer by layer according to the required number of bonding layers and the construction sequence and carrying out pressurizing treatment until the standard of the bonding strength is met. The fiber-reinforced multilayer cement board disclosed by the invention integrates common advantages of the cement pressurizing board and the fiber-reinforced mesh fabric, has higher tensile and compressive strength and excellent bending and impact resisting performances, and can be widely applied to building structures, and separately used as a bearing board or a panel of a cavity wall or a floor slab or a base plate of a concrete overlapped floor slab.
Description
Technical field:
The present invention relates to concrete structure, specifically is a kind of fiber-reinforced multi-layer cement board and preparation method thereof.
Background technology:
At present, fibre reinforced composites with its excellent mechanical property and adapt to the modern project structure to stride greatly, towering, heavily loaded, demand that lightweight develops, just be applied to more and more widely receive Structural Engineering circle extensive concern in all kinds of civil engineerings.
Fibrous composite is of a great variety, and commonly used have carbon fiber, glass fiber, basalt fibre and an aramid fiber.Have advantages such as light weight, high-strength, high-elastic mould, high temperature resistant, acid-alkali-corrosive-resisting because of it, how be widely used in reinforcing, the reinforcement fields of civil engineering with the form of boundling or fabric.
Paper-faced gyp composite plate, calcium silicates light composite board, string lightweight composite plate, cement increased pressure board all are to mix the composite board that processes by multiple materials such as fibrous material, cement; The interpolation of fibrous material has obviously improved the mechanical property of sheet material; But because fibrous material is whole blending, mostly fibrous material is the inferior grade fiber, and sheet metal thickness is thinner relatively; Lack due structural, therefore only for the sheet material of safeguarding that is used for the non-bearing requirement; The glass fiber reinforced plastic light composite board then is through fibre-reinforced compound sandwich sheet material; The sandwich structure of self has improved the plate construction performance greatly, and the also corresponding mechanical property that improves sheet material of fibrous material can be applicable to load-bearing sheet material; But its manufacturing technology is complicated, and processing cost is higher.
Summary of the invention:
The present invention is intended to solve the above-mentioned problems that existing fiber reinforced composite board exists; And provide a kind of can the implementation structure mechanical property excellent, be easy to make, be convenient to processing, can be widely used in the building structure; Can be separately use, also can be used as fiber-reinforced multi-layer cement board that the base plate of panel or the reinforced concrete slab of sandwich wall, floor uses and preparation method thereof as bearing plate.
The technical scheme that the present invention solves its technical problem employing is:
A kind of fiber-reinforced multi-layer cement board comprises cement increased pressure board, fortifying fibre grid cloth, it is characterized in that the interlayer of said cement increased pressure board is bonded with the fortifying fibre grid cloth through cementing agent.
Further, the interlayer of said layer 2-3 cement increased pressure board is bonded with 1-2 layer fortifying fibre grid cloth through cementing agent.
The preparation method of above-mentioned fiber-reinforced multi-layer cement board, carry out as follows:
A. cut out the cement increased pressure board by designing requirement, purified treatment is carried out on cement increased pressure board surface, remove floating dust and outstanding hard impurity;
B. evenly smear cementing agent on the cement increased pressure board top layer of handling well;
C. the fortifying fibre grid cloth is smooth paving is at cement increased pressure board surface layer, and stretch-draw is even all around;
D. the cement increased pressure board of the upper strata being handled well covers on the good fortifying fibre grid cloth of paving;
E. according to the bonding number of plies of instructions for use, successively process according to above sequence of construction, and carry out pressurized treatments, until reaching requirement adhesion strength standard.
The cement increased pressure board is to add the sheet material that is pressed into through press, has advantages such as lightweight and good insulation, protection against the tide, sound insulation, fire prevention, is usually used in the partition wall and the furred ceiling of building construction.But the flexural strength and the shock resistance of cement increased pressure board 1 are relatively poor, can not stand bigger load, or brittle fracture very easily takes place when standing to bend load; The fortifying fibre grid cloth has the advantage of high strength, high elastic modulus, light weight; And high temperature resistant, acid-alkali-corrosive-resisting, caking property are strong; Generally be used for the reinforcing of body of wall or decorate use; The appearance of body of wall crackle and the development in crack be can effectively prevent, structure bearing capacity and deformation performance improved.Fiber-reinforced multi-layer cement board according to the invention forms cement increased pressure board and the superimposed bonding of fibrous mesh cloth, therefore combines the common advantage of cement increased pressure board and fibrous composite.
Compared with prior art; This fiber-reinforced multi-layer cement board of the present invention has higher tension, compressive strength and excellent bending resistance, shock resistance; Fibrous mesh cloth can effectively prevent the generation and the development in crack in the cement increased pressure board; Under the greater impact load action, the fortifying fibre grid cloth impact energy that can dissipate largely improves the shock resistance of fiber-reinforced multi-layer cement board; Even under the situation that the cement increased pressure board breaks, the fortifying fibre grid cloth can also guarantee the globality of fiber-reinforced multi-layer cement board.This fiber-reinforced multi-layer cement board can carry out specification customization and cutting according to instructions for use, can improve speed of application; Can be widely used in the building structure, can use as bearing plate separately, also can be used as the panel of sandwich wall, floor or the base plate of reinforced concrete slab and use.
Description of drawings:
Fig. 1 is the fiber-reinforced multi-layer cement board structural representation that is made up of individual layer fortifying fibre grid cloth.
Fig. 2 is the fiber-reinforced multi-layer cement board structural representation that is made up of two-layer fortifying fibre grid cloth.
Among the figure: 1-cement increased pressure board, 2-fortifying fibre grid cloth.
The specific embodiment:
Below in conjunction with accompanying drawing and embodiment the present invention is detailed.
Referring to Fig. 1, Fig. 2, this fiber-reinforced multi-layer cement board according to the invention is formed through the cementing agent bonding by layer 2-3 cement increased pressure board 1 and 1-2 layer fortifying fibre grid cloth 2.
The mesh of conventional fortifying fibre grid cloth 2 is generally 5mm * 5mm and two kinds of 4mm * 4mm (also can weave voluntarily by different mesh specifications according to actual demands of engineering), and width is generally 1m-2m, and length is generally 50m-300m; The thickness of cement increased pressure board 1 is 4mm-30mm.In the actual production, should confirm the thickness and the stickup number of plies of cement increased pressure board 1 according to the instructions for use of fiber-reinforced multi-layer cement board.
The preparation method of above-mentioned fiber-reinforced multi-layer cement board, its production process is:
By designing requirement (planar dimension of general fiber-reinforced multi-layer cement board is: width 0.6m～1.2m, length 1.8m～7.2m) cut out cement increased pressure board 1 carries out purified treatment with cement increased pressure board 1 surface, removes floating dust and outstanding hard impurity;
2. evenly smear cementing agent on cement increased pressure board 1 top layer of handling well;
3. the smooth paving of the fortifying fibre grid cloth that will cut out 2 is at cement increased pressure board 1 surface layer, and stretch-draw is even all around;
4. the cement increased pressure board of the upper strata being handled well 1 covers on the good fortifying fibre grid cloth 2 of paving;
5. according to the bonding number of plies of instructions for use, successively process according to above sequence of construction, and carry out pressurized treatments, until reaching requirement adhesion strength standard.
The above only is preferred embodiment of the present invention, is not any pro forma restriction is done in invention.Every foundation technical spirit of the present invention all belongs to protection scope of the present invention to any simple modification, equivalent variations and modification that above embodiment did.
Claims (3)
1. a fiber-reinforced multi-layer cement board comprises cement increased pressure board, fortifying fibre grid cloth, it is characterized in that the interlayer of said cement increased pressure board is bonded with the fortifying fibre grid cloth through cementing agent.
2. fiber-reinforced multi-layer cement board as claimed in claim 1 is characterized in that, the interlayer of said layer 2-3 cement increased pressure board is bonded with 1-2 layer fortifying fibre grid cloth through cementing agent.
3. the preparation method of a fiber-reinforced multi-layer cement board as claimed in claim 1, carry out as follows:
A. cut out the cement increased pressure board by designing requirement, purified treatment is carried out on cement increased pressure board surface, remove floating dust and outstanding hard impurity;
B. evenly smear cementing agent on the cement increased pressure board top layer of handling well;
C. the fortifying fibre grid cloth is smooth paving is at cement increased pressure board surface layer, and stretch-draw is even all around;
D. the cement increased pressure board of the upper strata being handled well covers on the good fortifying fibre grid cloth of paving;
E. according to the bonding number of plies of instructions for use, successively process according to above sequence of construction, and carry out pressurized treatments, until reaching requirement adhesion strength standard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100548267A CN102535734A (en) | 2012-03-05 | 2012-03-05 | Fiber-reinforced multilayer cement board and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100548267A CN102535734A (en) | 2012-03-05 | 2012-03-05 | Fiber-reinforced multilayer cement board and manufacturing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102535734A true CN102535734A (en) | 2012-07-04 |
Family
ID=46343630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012100548267A Pending CN102535734A (en) | 2012-03-05 | 2012-03-05 | Fiber-reinforced multilayer cement board and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102535734A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499146A (en) * | 2016-11-17 | 2017-03-15 | 上海同造欧式建筑科技股份有限公司 | A kind of heat insulating decorative board |
| CN108661014A (en) * | 2018-08-13 | 2018-10-16 | 北京邦固得建筑材料技术有限公司 | Construction after-hardening reinforced cement board |
| CN108749193A (en) * | 2018-07-11 | 2018-11-06 | 于长河 | A kind of more performance doublings folder gussets of high intensity and technique |
| CN110700479A (en) * | 2019-10-09 | 2020-01-17 | 东莞市唯美陶瓷工业园有限公司 | Composite ceramic large plate and construction method directly used for partition wall |
| CN111962760A (en) * | 2020-08-17 | 2020-11-20 | 西南科技大学 | Anti-knock and anti-impact composite wallboard |
| CN113561273A (en) * | 2021-07-26 | 2021-10-29 | 福建金竹竹业有限公司 | Linen composite enhanced recombined bamboo production process |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201531081U (en) * | 2009-06-29 | 2010-07-21 | 上海盈创装饰设计工程有限公司 | High performance glass fiber reinforced cement board |
| CN201730239U (en) * | 2010-07-23 | 2011-02-02 | 刘柱 | Calcium silicate composite magnesite plate |
| CN202450686U (en) * | 2012-03-05 | 2012-09-26 | 河北联合大学 | Fiber reinforcement multi-layer cement plate |
-
2012
- 2012-03-05 CN CN2012100548267A patent/CN102535734A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201531081U (en) * | 2009-06-29 | 2010-07-21 | 上海盈创装饰设计工程有限公司 | High performance glass fiber reinforced cement board |
| CN201730239U (en) * | 2010-07-23 | 2011-02-02 | 刘柱 | Calcium silicate composite magnesite plate |
| CN202450686U (en) * | 2012-03-05 | 2012-09-26 | 河北联合大学 | Fiber reinforcement multi-layer cement plate |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499146A (en) * | 2016-11-17 | 2017-03-15 | 上海同造欧式建筑科技股份有限公司 | A kind of heat insulating decorative board |
| CN108749193A (en) * | 2018-07-11 | 2018-11-06 | 于长河 | A kind of more performance doublings folder gussets of high intensity and technique |
| CN108661014A (en) * | 2018-08-13 | 2018-10-16 | 北京邦固得建筑材料技术有限公司 | Construction after-hardening reinforced cement board |
| CN108661014B (en) * | 2018-08-13 | 2023-11-10 | 北京邦固得建筑材料技术有限公司 | Post-construction hardening reinforced cement board |
| CN110700479A (en) * | 2019-10-09 | 2020-01-17 | 东莞市唯美陶瓷工业园有限公司 | Composite ceramic large plate and construction method directly used for partition wall |
| CN111962760A (en) * | 2020-08-17 | 2020-11-20 | 西南科技大学 | Anti-knock and anti-impact composite wallboard |
| CN113561273A (en) * | 2021-07-26 | 2021-10-29 | 福建金竹竹业有限公司 | Linen composite enhanced recombined bamboo production process |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102535734A (en) | Fiber-reinforced multilayer cement board and manufacturing method thereof | |
| CN101603335B (en) | Once formed precast concrete shear wall with heat preserving veneer and production method thereof | |
| CN100587188C (en) | Profiling steel plate-bamboo slab rubber combining floor and manufacturing method thereof | |
| CN105421652A (en) | Composite heat-preserving wallboard | |
| JP2000064505A (en) | Carbon fiber reinforced plastic composite steel member | |
| CN102776985A (en) | Composite casing pipe restrained reinforced concrete column | |
| CN110344537A (en) | A kind of prefabricated sandwich heat-preserving wall and preparation method thereof based on board-like perforation type FRP connector | |
| CN103448338B (en) | Metal plate/fiber mixed reinforced sandwich plate | |
| CA2544233A1 (en) | Insulated composite reinforcement material | |
| WO2006020261A2 (en) | Confinement reinforcement for masonry and concrete structures | |
| Zani et al. | High performance cementitious composites for sustainable roofing panels | |
| Deng et al. | Out-of-plane strengthening of URM walls using different fiber-reinforced materials | |
| CN209585413U (en) | A kind of compound superimposed sheet | |
| CN104763163B (en) | Method and process for reinforcing RC (Reinforced Concrete) beam of E-glass fiber fabric reinforced magnesium phosphate cement-based concrete thin-slab | |
| CN202450686U (en) | Fiber reinforcement multi-layer cement plate | |
| CN113006367A (en) | Structure heat-preservation integrated precast concrete external wall panel and preparation process thereof | |
| Ojaimi | Experimental Study on Shear Strengthening of Reinforced Concrete Beams Using Different Techniques of Concrete Jacketing | |
| CN202706245U (en) | Foaming cement board with reinforced and toughened surfaces | |
| CN105484355A (en) | Connecting system of wood-concrete combined structure | |
| Oprişan et al. | Application of modern polymeric composite materials in industrial construction | |
| JP2014168862A (en) | Construction method of composite structure, and composite structure | |
| CN102787707B (en) | Foamed cement composite plate and manufacturing process thereof | |
| CN215253969U (en) | GFRP pipe reinforced concrete cylinder | |
| CN109853979A (en) | A kind of structure for reinforcing stone beam structure flexural property | |
| Tran et al. | Experimental study on section curvature and ductility of reinforced geopolymer concrete beams |
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: 20120704 |