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Preparation method and application of hot-mixed epoxy tack coat oil for steel bridge deck pavement

A hot-mix epoxy adhesive layer oil, hot-mix epoxy adhesive technology, applied in the direction of epoxy resin glue, adhesive, adhesive type, etc., can solve the problem of insufficient durability, insufficient waterproof performance, and epoxy adhesive layer bonding. Insufficient strength and other problems, to achieve good waterproof effect, improve epoxy flexibility, and excellent shear resistance.

Active Publication Date: 2021-10-26
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] Technical problem to be solved: Aiming at the problems of insufficient bonding strength, insufficient waterproof performance and insufficient durability of the epoxy adhesive layer for steel bridge deck pavement in the prior art, the present invention provides a thermal mixing ring for steel bridge deck pavement Oxygen adhesive layer oil preparation method and its application, breaking the import monopoly of hot-mix epoxy adhesive materials for steel bridge deck pavement

Method used

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  • Preparation method and application of hot-mixed epoxy tack coat oil for steel bridge deck pavement
  • Preparation method and application of hot-mixed epoxy tack coat oil for steel bridge deck pavement
  • Preparation method and application of hot-mixed epoxy tack coat oil for steel bridge deck pavement

Examples

Experimental program
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Effect test

Embodiment 1

[0033] A preparation method of hot-mix epoxy adhesive layer oil for steel bridge deck paving, said hot-mix epoxy adhesive layer oil for steel bridge deck paving is composed of epoxy resin component A and curing agent component B, said The raw material of epoxy resin component A comprises the following components according to the proportioning in parts by mass:

[0034] Bisphenol A epoxy resin NPEL128 100 parts

[0035] Thinner PEGGE 205 (polyethylene glycol diglycidyl ether) 3 parts

[0036] Coupling agent A-151 1 part

[0037] The raw materials of curing agent component B are proportioned in parts by mass, including:

[0038]

[0039] Preparation method of epoxy resin component A: heat each component in epoxy resin component A to 60°C, mix and stir according to the above ratio, and stir at a speed of 500r / min for 30min to prepare epoxy resin component A;

[0040] Preparation method of curing agent component B: After heating each component in curing agent component B to ...

Embodiment 2

[0049] A preparation method of hot-mix epoxy adhesive layer oil for steel bridge deck paving, said hot-mix epoxy adhesive layer oil for steel bridge deck paving is composed of epoxy resin component A and curing agent component B, said The raw material of epoxy resin component A comprises the following components according to the proportioning in parts by mass:

[0050]Bisphenol A epoxy resin E511 100 parts

[0051] Thinner AGE 748 (C12-14) alcohol glycidyl ether 13 parts

[0052] Silane coupling agent A-172 3 parts

[0053] The raw materials of curing agent component B are proportioned in parts by mass, including:

[0054]

[0055] Preparation method of epoxy resin component A: heat each component in epoxy resin component A to 60°C, mix and stir according to the above ratio, and stir at a speed of 500r / min for 30min to prepare epoxy resin component A;

[0056] Preparation method of curing agent component B: After heating each component in curing agent component B to 80°C...

Embodiment 3

[0065] A preparation method of hot-mix epoxy adhesive layer oil for steel bridge deck paving, said hot-mix epoxy adhesive layer oil for steel bridge deck paving is composed of epoxy resin component A and curing agent component B, said The raw material of epoxy resin component A comprises the following components according to the proportioning in parts by mass:

[0066] Bisphenol A epoxy resin E44 100 parts

[0067] Thinner PPGDGE207 (polypropylene glycol diglycidyl ether) 6 parts

[0068] Silane coupling agent KH-540 2.5 parts

[0069] The raw materials of curing agent component B are proportioned in parts by mass, including:

[0070]

[0071] Preparation method of epoxy resin component A: heat each component in epoxy resin component A to 60°C, mix and stir according to the above ratio, and stir at a speed of 500r / min for 30min to prepare epoxy resin component A;

[0072] Preparation method of curing agent component B: After heating each component in curing agent compone...

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Abstract

The invention discloses a preparation method and application of hot-mixed epoxy tack coat oil for steel bridge deck pavement, .Epoxy resin comprises a resin component A and a curing component B. The resin component A comprises 100 parts of bisphenol A epoxy resin, 3-15 parts of a diluent and 1-5 parts of a coupling agent; the curing agent component B comprises 0-10 parts of a rubber toughening agent, 40-80 parts of a high-temperature curing agent, 30-60 parts of a phenolic curing agent and 0.5-4 parts of an antioxidant. The ratio of the epoxy resin component A to the curing agent component B is 1: 1. The preparation method of the special hot-mixed epoxy tack coat oil for the steel bridge deck is simple, the bonding strength is high, the flexibility is excellent, the waterproof performance is good, and the special hot-mixed epoxy tack coat oil can be widely applied to large-span steel bridge deck pavement, tunnel pavement and cement bridge deck pavement as the hot-mixed epoxy tack coat oil.

Description

technical field [0001] The invention belongs to the technical field of new materials, and in particular relates to a method for preparing hot-mix epoxy adhesive layer oil for steel bridge deck pavement and its application. Background technique [0002] The four innovative concepts of cable-stayed bridges, composite beams, orthotropic slab-steel decks and prestressed concrete segmental construction methods have had a significant impact on bridge engineering in the world today. The orthotropic steel deck structure has the advantages of light component weight, Due to the advantages of excellent structural performance, transportation and erection, low cost and short construction period, most of the long-span bridge decks that have been built in the past or are currently being built use orthotropic steel decks. The main girders of long-span bridges that have been built in my country generally adopt steel box girder structures, such as Shanghai Yangpu Bridge, Nanjing Yangtze River...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C09J163/02C08G59/50C08G59/56C08G59/62C09J11/08
CPCC09J163/00C09J11/08C08G59/5013C08G59/56C08G59/621C08L15/00C08L53/025C08L53/02
Inventor 马涛时爽陈香
Owner SOUTHEAST UNIV
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