CN102535775A - Crack resisting structure of wall surface and forming method of crack resisting structure - Google Patents
Crack resisting structure of wall surface and forming method of crack resisting structure Download PDFInfo
- Publication number
- CN102535775A CN102535775A CN2012100544016A CN201210054401A CN102535775A CN 102535775 A CN102535775 A CN 102535775A CN 2012100544016 A CN2012100544016 A CN 2012100544016A CN 201210054401 A CN201210054401 A CN 201210054401A CN 102535775 A CN102535775 A CN 102535775A
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- Prior art keywords
- layer
- percent
- cloth
- basic unit
- crack resisting
- Prior art date
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 OC1=C(Cl)C(Cl)=C(Cl)C(Cl)=C1Cl IZUPBVBPLAPZRR-UHFFFAOYSA-N 0.000 description 3
- 238000005034 decoration Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 101700050571 SUOX Proteins 0.000 description 2
- 206010012335 Dependence Diseases 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000002929 anti-fatigue Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011414 polymer cement Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Abstract
The invention discloses a crack resisting structure of a wall surface and a forming method of the crack resisting structure. The crack resisting structure comprises a base layer, a cloth layer and a surface layer, wherein the cloth layer is positioned between the base layer and the surface layer; the base layer and the surface layer comprises the following components in percent by weight: 12-25 percent of elastic emulsion, 0.15-0.25 percent of cellulose ether, 0.1-0.3 percent of crack resisting fiber, 0.2-0.5 percent of woody fiber, 0.1-0.2 percent of dispersing agent, 0.1-0.2 percent of mildew retarding agent, 15-25 percent of cement, 10-30 percent of pearlite, 15-35 percent of glass microsphere, 0-30 percent of fly ash, and 0.5-1 percent of water-reducing admixture. The forming method of the crack resisting structure of the wall surface comprises the following steps: preparing the base layer and the surface layer according to the formula; coating the prepared base layer on the wall surface; paving the cloth layer on the base layer; and finally, coating the surface layer on the cloth layer. The crack resisting structure formed by combining high-toughness cross-linking slurry with a high-toughness cross-linking cloth layer has high-efficiency crack resisting functions such as high strength, high breaking displacement, and high two-way attaching strength.
Description
Technical field
The present invention relates to a kind of wall decoration layer, more precisely, relate to a kind of structure with permanent cracking resistance effect.
Background technology
Body of wall produces the crack and directly causes the wall decoration layer crack infiltration to occur, and insulation layer loses heat insulation function, insulation layer, decorative layer exfoliated; Not only influence the attractive in appearance of metope; And can influence people and live, produce safe addiction and suffer from, have a strong impact on building application life.
Generally, the cracking resistance structure of body of wall comprises basic unit and surface layer, promptly on body of wall, smears flexibility, bouncing putty etc. and forms basic unit; On basic unit, smear emulsion paint or polymer cement and form surface layer; The cracking resistance effect of this structure only depends on the flexibility of single product or elasticity to solve, and the cracking resistance time is short, poor effect.
Summary of the invention
One of the object of the invention is the shortcoming that exists to existing wall body decoration layer, and a kind of structure that can resist wall body slit muchly is provided.
Another object of the present invention provides a kind of formation method of metope cracking resistance structure.
Technical scheme of the present invention is: metope cracking resistance structure; It comprises: basic unit, layer of cloth and surface layer; Layer of cloth is positioned at the centre of basic unit and surface layer; The component of said basic unit and surface layer is identical, and its compositions in weight percentage is: elastic emulsion 12～25%, cellulose ether 0.15～0.25%, anti-crack fiber 0.1～0.3%, wood fibre 0.2～0.5%, dispersing agent 0.1～0.2%, mould inhibitor 0.1～0.2%, cement 15～25%, perlite 10～30%, glass microballoon 15～35%, flyash 0～30%, water reducing agent 0.5～1%.
Preferably, said metope cracking resistance thickness of structure is 1.5～3.5mm.
Preferably, said layer of cloth is glass fiber layer of cloth or nonwoven layer.
The present invention also provides a kind of formation method of metope cracking resistance structure, by above-mentioned formulation basic unit and surface layer, on metope, smears the basic unit for preparing, again with the layer of cloth shop be pressed in basic unit above, on layer of cloth, be coated with float coat at last.
The invention has the beneficial effects as follows: 1. the cracking resistance structure that the crosslinked slurry of high-ductility and the crosslinked layer of cloth of high-ductility is combined to form has efficient anti-cracking functions such as high tensile, high fracture displacement, high two-way adhesive strength; 2. the crack dynamic of body of wall shows the fatigue failure that is formed by ambient influnence, and the anti-fatigue performance of structure of the present invention is excellent, and ageing resistance is strong, and safety is good; 3. if layer of cloth is local or when overloading on a small quantity, load can be redistributed rapidly and transmit, and makes total be unlikely to forfeiture opposing crack ability, can resist wall body slit long-term effectively in the structure of the present invention.
Description of drawings
Fig. 1 is a structural representation of the present invention.
The specific embodiment
Further specify below in conjunction with the accompanying drawing specific embodiments of the invention.
The raw material that the present invention adopts all can buy on market.
With reference to Fig. 1; Metope cracking resistance structure; It comprises: basic unit 1, layer of cloth 2 and surface layer 3; Layer of cloth 2 is positioned at the centre of basic unit 1 and surface layer 3, and the percentage by weight of said basic unit 1 and surface layer 3 consists of: elastic emulsion 12～25%, cellulose ether 0.15～0.25%, anti-crack fiber 0.1～0.3%, wood fibre 0.2～0.5%, dispersing agent 0.1～0.2%, mould inhibitor 0.1～0.2%, cement 15～25%, perlite 10～30%, glass microballoon 15～35%, flyash 0～30%, water reducing agent 0.5～1%.
The formation method of metope cracking resistance structure: (1) prepares basic unit 1 and surface layer 3 by formula ratio; (2) on body of wall 4, be coated with the basic unit for preparing; (3) glass fiber layer of cloth or nonwoven layer shop are pressed in the basic unit; (4) on layer of cloth, be coated with the surface layer for preparing.
Embodiment 1:
The percentage by weight of said basic unit 1 and surface layer 3 consists of: elastic emulsion 12%, cellulose ether 0.15%, anti-crack fiber 0.1%, wood fibre 0.2%, lignosulfonates 0.1%, pentachlorophenol 0.1%, cement 21.85%, perlite 30%, glass microballoon 35%, water reducing agent F10 0.5%.It is following to record each association:
| Performance indications | Data |
| Fracture tensile strength (KN/m) | 25.75 |
| Fracture displacement (mm/m) | 25.0 |
| Adhesive strength (MPa) | 0.70 |
[0019]Embodiment 2:
The percentage by weight of said basic unit 1 and surface layer 3 consists of: elastic emulsion 25%, cellulose ether 0.25%, anti-crack fiber 0.3%, wood fibre 0.5%, lignosulfonates 0.1%, pentachlorophenol 0.1%, cement 17.75%, perlite 10%, glass microballoon 15%, flyash 30%, water reducing agent F10 1%.It is following to record each association:
| Performance indications | Data |
| Fracture tensile strength (KN/m) | 35.68 |
| Fracture displacement (mm/m) | 32.9 |
| Adhesive strength (MPa) | 0.82 |
Embodiment 3:
The percentage by weight of said basic unit 1 and surface layer 3 consists of: elastic emulsion 18%, cellulose ether 0.25%, anti-crack fiber 0.3%, wood fibre 0.25%, lignosulfonates 0.1%, pentachlorophenol 0.1%, cement 20%, perlite 20%, glass microballoon 20%, flyash 20%, water reducing agent F10 1%.
It is following to record each association:
| Performance indications | Data |
| Fracture tensile strength (KN/m) | 30.17 |
| Fracture displacement (mm/m) | 28.6 |
| Adhesive strength (MPa) | 0.75 |
[0026]Data that the foregoing description is surveyed are compared its correction data such as following table with the combination that flexible putty, flexible putty add glass fiber net:
| Performance indications | The present invention | Flexible putty | Flexible putty adds glass fiber reticular cloth |
| Fracture tensile strength (KN/m) | ≥25.00 | 2.50 | 7.50 |
| Fracture displacement (mm/m) | ≥25.0 | 8.3 | 15.0 |
| Adhesive strength (MPa) | ≥0.70 | 0.60 | 0.60 |
Can know that by last table data crack resistance of the present invention is far above the combination of general flexible putty, flexible putty and grid cloth.
Weather resistance test is carried out in the combination that the present invention among the embodiment 1, flexible putty, flexible putty is added glass fiber reticular cloth simultaneously, the fracture tensile strength data such as the following table that record:
| ? | The present invention | Flexible putty | Flexible putty adds glass fiber reticular cloth |
| In the time of 0 month | 25.00 | 2.50 | 7.50 |
| After 3 months | 24.86 | 2.12 | 6.43 |
| After 6 months | 24.31 | 1.85 | 4.33 |
| After 9 months | 24.42 | 1.26 | 3.58 |
| After 12 months | 23.98 | 1.03 | 2.76 |
Have last table to know, fatigue durability of the present invention is good, and its cracking resistance durability is superior to the way that general flexible putty, flexible putty add grid cloth.
Claims (4)
1. metope cracking resistance structure; It is characterized in that: it comprises: basic unit, layer of cloth and surface layer; Layer of cloth is positioned at the centre of basic unit and surface layer, and the percentage by weight of said basic unit and surface layer consists of: elastic emulsion 12～25%, cellulose ether 0.15～0.25%, anti-crack fiber 0.1～0.3%, wood fibre 0.2～0.5%, dispersing agent 0.1～0.2%, mould inhibitor 0.1～0.2%, cement 15～25%, perlite 10～30%, glass microballoon 15～35%, flyash 0～30%, water reducing agent 0.5～1%.
2. metope cracking resistance structure according to claim 1 is characterized in that: said metope cracking resistance thickness of structure is 1.5～3.5mm.
3. metope cracking resistance structure according to claim 1 is characterized in that: said layer of cloth is glass fiber layer of cloth or nonwoven layer.
4. the formation method of a metope cracking resistance structure is characterized in that: by formulation basic unit and the surface layer in the claim 1, on metope, smear the basic unit for preparing, again with layer of cloth be layered on basic unit above, on layer of cloth, be coated with float coat at last.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012100544016A CN102535775A (en) | 2012-03-02 | 2012-03-02 | Crack resisting structure of wall surface and forming method of crack resisting structure |
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| CN2012100544016A CN102535775A (en) | 2012-03-02 | 2012-03-02 | Crack resisting structure of wall surface and forming method of crack resisting structure |
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| CN102535775A true CN102535775A (en) | 2012-07-04 |
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| CN103526863A (en) * | 2013-11-01 | 2014-01-22 | 桂林永福龙港绿色环保建材有限公司 | Mounting process capable of effectively avoiding vertical cracking of internal wall strip plates |
| CN103553470A (en) * | 2013-11-01 | 2014-02-05 | 桂林永福龙港绿色环保建材有限公司 | Fiber slurry capable of effectively preventing vertical cracking of light interior wallboard |
| CN103981984A (en) * | 2013-11-01 | 2014-08-13 | 桂林永福龙港绿色环保建材有限公司 | Anti-corrosion damping fixing bolt capable of effectively preventing vertical cracking of inner wall strip board |
| CN106381792A (en) * | 2016-10-28 | 2017-02-08 | 李爱军 | Road construction method |
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Application publication date: 20120704 |
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