Novel carbon fiber reinforcement matching primer and preparation method thereof

A carbon fiber reinforcement, a new type of technology, applied in the field of building structural adhesives, can solve the problems of poor bonding effect of wet interface, failure to proceed normally, poor bonding effect of wet interface, etc., achieve good economic significance, improve service life and Improvement of safety performance and operability

Inactive Publication Date: 2019-11-08
苏州市姑苏新型建材有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the fact that the traditional construction is carried out in anhydrous and dry conditions, the reinforcement construction in some humid and dark environments and rainy seasons and rainy areas cannot be carried out normally because of the bonding effect of epoxy impregnated resin on the wet interface. Not very good, traditional primers do not bond well to wet interfaces

Method used

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  • Novel carbon fiber reinforcement matching primer and preparation method thereof
  • Novel carbon fiber reinforcement matching primer and preparation method thereof
  • Novel carbon fiber reinforcement matching primer and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0039] A new type of primer for carbon fiber reinforcement, including component A and component B, the mixing ratio of component A and component B by weight is 2:1.

[0040] Among them, the first component includes the following components in parts by weight: 71.0 parts of E-51 epoxy resin, 8.0 parts of toughening agent (3 parts of polysulfide rubber, 5 parts of QS-BE), 18.0 parts of diluent (benzyl shrink 8 parts of glyceryl ether, 10 parts of butyl glycidyl ether), 2.0 parts of coupling agent A (KH560), 1.0 parts of ethoxylated nonionic fluorocarbon surfactant (FS0-100).

[0041] Component B includes the following components in parts by weight: 93.0 parts of modified amine curing agent (45 parts of T-31, 48 parts of 1805C), 3.0 parts of 2,4,6-tris(dimethylaminomethyl)phenol (DMP -30), 2.0 parts of coupling agent B (KH550), 2.0 parts of flame retardant DOTCP and 0.5 parts of antioxidant 1076.

[0042] The preparation method of above-mentioned primer comprises the following s...

Embodiment 2

[0048] A new type of primer for carbon fiber reinforcement, including component A and component B, the mixing ratio of component A and component B by weight is 2:1.

[0049] Wherein, the first component includes the following components in parts by weight: 68.0 parts of E-51 epoxy resin, 5.0 parts of toughening agent (QS-BE), 25.0 parts of diluent (12 parts of butyl glycidyl ether, butanediol 13 parts of diglycidyl ether), 1.5 parts of coupling agent A (KH560), 0.5 parts of ethoxylated nonionic fluorocarbon surfactant (FS0-100).

[0050]Component B includes the following components in parts by weight: 95.0 parts of modified amine curing agent (33 parts of T-31, 62 parts of 1805C), 2.0 parts of 2,4,6-tris(dimethylaminomethyl)phenol (DMP -30), 1.0 parts of coupling agent B (KH550), 2.5 parts of flame retardant DOTCP and 0.8 parts of antioxidant 1076.

[0051] The preparation method of above-mentioned primer comprises the following steps:

[0052] (1) Add each component in the ...

Embodiment 3

[0058] A new type of primer for carbon fiber reinforcement, including component A and component B, the mixing ratio of component A and component B by weight is 2:1.2.

[0059] Wherein, component A includes the following components in parts by weight: 71.0 parts of E-51 epoxy resin, 8.0 parts of toughening agent (polysulfide rubber), 18.0 parts of diluent (butyl glycidyl ether), 2.0 parts of coupling Agent A (KH560), 1.0 parts of ethoxylated nonionic fluorocarbon surfactant (FS0-100).

[0060] Component B includes the following components in parts by weight: 91.0 parts of modified amine curing agent (50 parts of T-31, 41 parts of 1805C), 3.0 parts of 2,4,6-tris(dimethylaminomethyl)phenol (DMP -30), 2.0 parts of coupling agent B (KH550), 3.0 parts of flame retardant DOTCP and 1.0 parts of antioxidant 1076.

[0061] The preparation method of above-mentioned primer comprises the following steps:

[0062] (1) Add each component in the formula of component A to a blender, fully mi...

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Abstract

The invention relates to the technical field of building structural adhesives, and discloses a novel carbon fiber reinforcement matching primer which comprises a component A and a component B in a mass ratio of 2: 0.8-1.2; the component A comprises the following components in parts by weight: 50.0 to 90.0 parts of E-51 epoxy resin; 2.0 to 15.0 parts of a toughening agent; 10.0 to 50.0 parts of a diluent; 0.5 to 4.0 parts of a coupling agent A and 0.1 to 1.5 parts of a surfactant; the component B comprises the following components in parts by weight: 80.0 to 100.0 parts of a modified amine curing agent; 0.5 to 3.0 parts of an adhesion promoter; 1.0 to 3.0 parts of a coupling agent B; 2.0 to 3.0 parts of a flame retardant and 0.5 to 1.0 part of an antioxidant. The primer can improve the bonding strength between concrete and a leveling material or an impregnated resin interface at a wet interface or a non-dry base layer interface, and seal fine holes of a concrete base layer, so that carbon fiber sheets coated with an impregnated adhesive can be effectively adhered and compacted with the concrete base layer to form a composite whole and achieve the effect of resisting external forces.

Description

technical field [0001] The invention relates to the technical field of building structural adhesives, in particular to a novel primer for carbon fiber reinforcement and a preparation method thereof. Background technique [0002] With the continuous development of my country's economic construction, the construction industry is also ushering in a period of rapid development. People pay more and more attention to the safety of building structures. Whether it is for the reinforcement of buildings and bridges in some earthquake zones, or the renovation of many old buildings in China, higher requirements are placed on reinforcement materials. [0003] There are many reinforcement methods, and the more mature methods include enlarging cross-section reinforcement, outsourcing steel reinforcement, prestressed reinforcement, bonded steel reinforcement, and shotcrete technology, etc., but usually have certain defects, except for the common chemical corrosion problem. , such as the b...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C09J163/00C09J11/08C09J11/06
CPCC08L2201/02C08L2201/08C08L2205/03C09J11/06C09J11/08C09J163/00C08L81/04C08L27/12C08K5/00C08K5/5435C08K5/544C08K5/12
Inventor 朱华张晓华陈晓龙
Owner 苏州市姑苏新型建材有限公司
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