CN113861907A - Preparation method and application of hot-mix second-order epoxy adhesive layer oil with excellent construction workability for paving steel bridge deck - Google Patents

Preparation method and application of hot-mix second-order epoxy adhesive layer oil with excellent construction workability for paving steel bridge deck Download PDF

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CN113861907A
CN113861907A CN202111109917.1A CN202111109917A CN113861907A CN 113861907 A CN113861907 A CN 113861907A CN 202111109917 A CN202111109917 A CN 202111109917A CN 113861907 A CN113861907 A CN 113861907A
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adhesive layer
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CN113861907B (en
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马涛
时爽
陈香
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Southeast University
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    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09JADHESIVES; NON-MECHANICAL ASPECTS OF ADHESIVE PROCESSES IN GENERAL; ADHESIVE PROCESSES NOT PROVIDED FOR ELSEWHERE; USE OF MATERIALS AS ADHESIVES
    • C09J163/00Adhesives based on epoxy resins; Adhesives based on derivatives of epoxy resins
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08GMACROMOLECULAR COMPOUNDS OBTAINED OTHERWISE THAN BY REACTIONS ONLY INVOLVING UNSATURATED CARBON-TO-CARBON BONDS
    • C08G59/00Polycondensates containing more than one epoxy group per molecule; Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups
    • C08G59/18Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups ; e.g. general methods of curing
    • C08G59/40Macromolecules obtained by polymerising compounds containing more than one epoxy group per molecule using curing agents or catalysts which react with the epoxy groups ; e.g. general methods of curing characterised by the curing agents used
    • C08G59/50Amines
    • C08G59/5006Amines aliphatic
    • C08G59/5013Amines aliphatic containing more than seven carbon atoms, e.g. fatty amines

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Abstract

The invention discloses a preparation method and application of hot-mix second-order epoxy adhesive layer oil for paving a steel bridge deck with excellent construction workability, wherein the hot-mix second-order epoxy adhesive layer oil comprises an epoxy resin component A and a curing agent component B, wherein the epoxy resin component A comprises 100 parts of bisphenol A epoxy resin, 0-100 parts of bisphenol F epoxy resin, 5-20 parts of a diluent and 1-5 parts of a coupling agent. The curing agent component B comprises 20-60 parts of a high-temperature curing agent, 10-40 parts of an epoxy resin monomer, 1-6 parts of an antioxidant, 1-6 parts of an accelerator and 5-50 parts of a high-performance assistant F. The ratio of the epoxy resin component A to the curing agent component B is 1:1, the preparation method of the hot-mixed epoxy adhesive layer oil special for the steel bridge deck is simple, construction workability is strong, the oil still has good fluidity after being mixed for 40min at a high temperature of 40 ℃, and the epoxy resin has excellent flexibility and good waterproof performance and can be widely used as the hot-mixed epoxy adhesive layer oil in large-span steel bridge deck pavement, tunnel pavement and cement bridge deck pavement.

Description

Preparation method and application of hot-mix second-order epoxy adhesive layer oil with excellent construction workability for paving steel bridge deck
Technical Field
The invention belongs to the technical field of hot-mixed epoxy resin special for steel bridge decks, and particularly relates to a preparation method and application of hot-mixed second-order epoxy adhesive layer oil with excellent construction workability for paving steel bridge decks.
Background
At present, bridge construction is rapidly developed, and the wide application of a new material and a new structure enables the construction technology of large-span bridges such as suspension bridges, cable-stayed bridges and the like to be greatly improved. The steel bridge deck pavement technology is still a difficult problem which is not well solved.
The four innovative concepts of cable-stayed bridges, superposed beams, orthotropic plate steel bridge floors and prestressed concrete segment construction methods have obvious influence on bridge engineering in the world at present, orthotropic steel bridge deck structures have the advantages of light member weight, excellent structural performance, transportation and erection aspects, low construction cost, short construction period and the like, and orthotropic steel bridge decks are mostly adopted for large-span bridge decks which are built in the past or are currently built.
The main girder of the large span bridge built in China generally adopts a steel box girder structure such as a Shanghai Yangpu bridge, a Nanjing Yangtze river two bridge, a RunyingChangjiang river highway bridge, a YangyingChangjiang river bridge, a Xiamen sea cang bridge, a Guangdong Timen bridge, a Wuhan Yang prowl bridge, a Xiling Changjiang river bridge, a Wuhan army Changjiang river bridge, a Hangzhou Bay bridge and the like. Due to the fact that the orthotropic steel bridge deck is large in kneading degree and under the common influence of the traveling load and natural factors such as temperature, wind load and earthquake, the stress and deformation of the orthotropic steel bridge deck are complex compared with those of a highway pavement or an airport pavement, and particularly under the action of the heavy vehicle load, the steel bridge deck is larger in local deformation. The stress of the pavement layer is more complex and unfavorable, and the special use conditions for paving the orthotropic steel bridge deck slab put forward higher requirements on the strength, the deformation stability, the fatigue durability and the like of the pavement material, and simultaneously put forward special requirements on the use performance such as high cohesiveness, light weight, waterproofness and the like. As an important component of a bridge driving system, the comfort, safety, bridge durability, investment benefit and social benefit of driving are directly affected by the pavement quality of the bridge deck.
In the construction process of paving the epoxy asphalt concrete on the steel bridge deck in China, the epoxy resin waterproof bonding layer is generally adopted. The waterproof bonding layer has the advantages of good water seepage prevention effect, strong bonding force and high drawing strength. The second bridge of Changjiang river of Nanjing, Jiangsu Runyang, Tianjin Zhi bridge, Sutong bridge and the like in China all adopt the waterproof bonding layer form, and the pavement structure is not damaged and has good effect after the vehicle is started. Although manufacturers of hot-mix second-order epoxy resin adhesive layer oil exist in China, the construction workability is poor, and the epoxy resin A component and the epoxy resin B component are cured after being mixed for less than 5min at 40 ℃, so that the hot-mix second-order epoxy resin adhesive is not suitable for being used at high temperature in summer, and therefore a hot-mix second-order epoxy adhesive with excellent construction workability is urgently needed.
Disclosure of Invention
The technical problem to be solved is as follows: aiming at the problems of too high reaction speed, severe construction condition limitation, poor construction workability, unsuitability for high-temperature use in summer and the like of the hot-mixed epoxy adhesive layer oil in the prior art, the invention provides a preparation method and application of the hot-mixed second-order epoxy adhesive layer oil with excellent construction workability for paving a steel bridge deck, and solves the problems of insufficient fluidity, insufficient flexibility and insufficient waterproof performance caused by too fast reaction of the hot-mixed epoxy adhesive layer oil for paving the steel bridge deck.
The invention adopts the following technical scheme for solving the technical problems:
the preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000021
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000022
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
Preferably, the high-temperature curing agent is one or a combination of more of tallow propylene diamine, tetradecyl primary amine, octadecyl primary amine, oleyl primary amine (purity > 85%), hexadecyl primary amine, N-coco-1, 3-propylene diamine, oleyl propylene diamine and N-hydrogenated tallow-1, 3-propylene diamine.
Preferably, the epoxy resin monomer is one or a combination of bisphenol A, bisphenol F, hexamethylene diamine, hexanediol, adipic acid, p-diphenol, o-diphenol and m-diphenol.
Preferably, the bisphenol A epoxy resin is one or a combination of more of NPEL128, E51, E44, E39, E20 and E12.
Preferably, the bisphenol F epoxy resin is one or a combination of more of DER354, NPEF-170, EPON862, ARALDITE GY285, YDF170, NPEF-175, NPEF-198 and NPEF-164X.
Preferably, the diluent is one or more of AGE 748(C12-14) alcohol glycidyl ether, DGE5101 (n-butyl glycidyl ether), EHGE746 (isooctyl glycidyl ether octyl glycidyl ether), NPGE (nonylphenyl glycidyl ether), GMA (glycidyl methacrylate), BDDGE 522(1, 4-butanediol diglycidyl ether), BGE (butyl glycidyl ether), EGDGE669 (ethylene glycol diglycidyl ether), NPGDGE 678 (neopentyl glycol diglycidyl ether), PEGGE 205 (polyethylene glycol diglycidyl ether), PPGDGE207 (polypropylene glycol diglycidyl ether), and TMPEG (trimethylolpropane triglycidyl ether).
Preferably, the coupling agent is one or two of silane coupling agent A-151, silane coupling agent A-172, silane coupling agent KH-540, silane coupling agent KH-560, silane coupling agent KH-570, silane coupling agent KH-602 and silane coupling agent KH-791.
Preferably, the antioxidant is one or more of antioxidant 1010, antioxidant 245, antioxidant BHA, butyl hydroxy anisole, BHT, butylated hydroxytoluene and 2,2' -ethylidene bis (4, 6-di-tert-butylphenol).
Preferably, the accelerators are purchased from Jiangsu Chuang traffic science and technology development Limited company and are one or more of CWG-I type, CWG-II type, CWG-III type, CWG-IV type, CWG-V type, CWG-VI type and CWG-VII type; the high-performance additives F are purchased from one or more of the models CWA-I, CWA-II, CWA-III, CWA-IV, CWA-V, CWA-VI and CWA-VII of the transportation science and technology development limited company in Jiangsu.
The invention also discloses application of the hot-mixed second-order epoxy adhesive layer oil for paving the steel bridge deck, which is prepared by the preparation method and has excellent construction workability, in paving the steel bridge deck, wherein the standard spraying amount of the epoxy adhesive layer oil is 0.4-0.8 kg/m2
Compared with the prior art, the invention has the following advantages:
1. the invention adopts epoxy resin monomer as the first-order curing condition, has good compatibility, the high-temperature curing agent slows down the curing reaction of the curing agent and the epoxy group due to larger steric hindrance, and simultaneously, the grease proofing chain can greatly improve the epoxy flexibility.
2. Rigid bisphenol A epoxy resin and rubber interpenetrating network technology are used for preparing rigid-flexible epoxy resin A, and high-flexibility curing agent B component is prepared by increasing the steric effect of aliphatic amine.
3. The high-temperature curing and normal-temperature curing combined technology is adopted to realize that the epoxy bonding layer can quickly form the wheel with non-stick strength at normal temperature, and can be softened at high temperature to perform secondary curing, so that the bonding strength between the bonding layer and the upper surface layer is enhanced. The preparation method and the process are simple, and the prepared hot-mixed epoxy bonding layer material is high in drawing strength, excellent in shearing resistance and controllable in working time.
4. The construction workability and flexibility of the epoxy resin adhesive layer oil can be remarkably improved under the auxiliary action of the accelerator and the high-performance auxiliary agent F, the epoxy resin adhesive layer oil still has good fluidity after the epoxy resin A component and the curing agent B component are mixed for 40min at a high temperature of 40 ℃, and a performance detection method of the hot-mixed epoxy adhesive layer material refers to technical Specification for construction of road asphalt pavements (national standards of the people's republic of China, JTG F40-2004).
5. The tie layer material prepared by the technology has higher tensile strength and elongation at break compared with the Japanese TAF technology, so the epoxy film is softer. Meanwhile, compared with Japanese epoxy, the bonding layer material has higher bonding strength with a steel plate and better waterproof effect.
6. The preparation method and the process are simple, and the prepared hot-mixed epoxy bonding layer material is high in drawing strength, excellent in shearing resistance and controllable in working time.
Detailed Description
The technical solution of the present invention is explained in detail below:
example 1
The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000041
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000042
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
And (3) forming a test piece by using the coating oil, and testing the basic performance of the hot-mixed epoxy resin by placing the test piece at 23 ℃ for 1 day after the test piece is cured in a 60 ℃ oven for 4 days.
Comparative example 1
The experimental method comprises the following steps:
respectively mixing the epoxy resin A component and the resin B component of domestic products of the same industry according to the proportion of 1:1, forming a test piece after mixing, curing the test piece in a 60 ℃ oven for 4 days, and then placing the test piece at 23 ℃ for 1 day to test the basic performance of the hot-mixed epoxy resin.
Table 1 main performance parameters of hot-mix epoxy tie layer material prepared in example 1
Figure BDA0003270314000000051
Example 2
The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000052
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000061
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
And (3) forming a test piece by using the coating oil, and testing the basic performance of the hot-mixed epoxy resin by placing the test piece at 23 ℃ for 1 day after the test piece is cured in a 60 ℃ oven for 4 days.
Comparative example 2
The experimental method comprises the following steps:
respectively mixing the epoxy resin A component and the resin B component of domestic products of the same industry according to the proportion of 1:1, forming a test piece after mixing, curing the test piece in a 60 ℃ oven for 4 days, and then placing the test piece at 23 ℃ for 1 day to test the basic performance of the hot-mixed epoxy resin.
Table 2 main performance parameters of hot-mix epoxy tie-layer material prepared in example 2
Figure BDA0003270314000000062
Figure BDA0003270314000000071
Example 3
The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000072
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000073
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
And (3) forming a test piece by using the coating oil, and testing the basic performance of the hot-mixed epoxy resin by placing the test piece at 23 ℃ for 1 day after the test piece is cured in a 60 ℃ oven for 4 days.
Comparative example 3
The experimental method comprises the following steps:
respectively mixing the epoxy resin A component and the resin B component of domestic products of the same industry according to the proportion of 1:1, forming a test piece after mixing, curing the test piece in a 60 ℃ oven for 4 days, and then placing the test piece at 23 ℃ for 1 day to test the basic performance of the hot-mixed epoxy resin.
Table 3 hot mix epoxy tie layer material prepared in example 3 the main performance parameters
Figure BDA0003270314000000081
Example 4
The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000082
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000083
Figure BDA0003270314000000091
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
And (3) forming a test piece by using the coating oil, and testing the basic performance of the hot-mixed epoxy resin by placing the test piece at 23 ℃ for 1 day after the test piece is cured in a 60 ℃ oven for 4 days.
Comparative example 4
The experimental method comprises the following steps:
respectively mixing the epoxy resin A component and the resin B component of domestic products of the same industry according to the proportion of 1:1, forming a test piece after mixing, curing the test piece in a 60 ℃ oven for 4 days, and then placing the test piece at 23 ℃ for 1 day to test the basic performance of the hot-mixed epoxy resin.
Table 4 main performance parameters of hot-mix epoxy tie coat material prepared in example 4
Figure BDA0003270314000000092
Figure BDA0003270314000000101
Example 5
The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000102
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000103
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
And (3) forming a test piece by using the coating oil, and testing the basic performance of the hot-mixed epoxy resin by placing the test piece at 23 ℃ for 1 day after the test piece is cured in a 60 ℃ oven for 4 days.
Comparative example 5
The experimental method comprises the following steps:
respectively mixing the epoxy resin A component and the resin B component of domestic products of the same industry according to the proportion of 1:1, forming a test piece after mixing, curing the test piece in a 60 ℃ oven for 4 days, and then placing the test piece at 23 ℃ for 1 day to test the basic performance of the hot-mixed epoxy resin.
Table 5 main performance parameters of hot-mix epoxy tie-layer material prepared in example 5
Figure BDA0003270314000000111
Example 6
The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000112
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000113
Figure BDA0003270314000000121
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
And (3) forming a test piece by using the coating oil, and testing the basic performance of the hot-mixed epoxy resin by placing the test piece at 23 ℃ for 1 day after the test piece is cured in a 60 ℃ oven for 4 days.
Comparative example 6
The experimental method comprises the following steps:
respectively mixing the epoxy resin A component and the resin B component of domestic products of the same industry according to the proportion of 1:1, forming a test piece after mixing, curing the test piece in a 60 ℃ oven for 4 days, and then placing the test piece at 23 ℃ for 1 day to test the basic performance of the hot-mixed epoxy resin.
Table 6 main performance parameters of hot-mix epoxy tie coat material prepared in example 6
Figure BDA0003270314000000122
Figure BDA0003270314000000131
Example 7
The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability comprises the following components in parts by mass:
Figure BDA0003270314000000132
the curing agent component B comprises the following raw materials in parts by mass:
Figure BDA0003270314000000133
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
And (3) forming a test piece by using the coating oil, and testing the basic performance of the hot-mixed epoxy resin by placing the test piece at 23 ℃ for 1 day after the test piece is cured in a 60 ℃ oven for 4 days.
Comparative example 7
The experimental method comprises the following steps:
respectively mixing the epoxy resin A component and the resin B component of domestic products of the same industry according to the proportion of 1:1, forming a test piece after mixing, curing the test piece in a 60 ℃ oven for 4 days, and then placing the test piece at 23 ℃ for 1 day to test the basic performance of the hot-mixed epoxy resin.
Table 7 main performance parameters of hot-mix epoxy tie-layer material prepared in example 7
Figure BDA0003270314000000141
From the detection data of the specific examples given in examples 1-7, it can be seen that the workability of the hot-mix epoxy bonding material construction of the invention is significantly better than that of domestic enterprises in the same country, and the bonding strength of the hot-mix second-order adhesive layer oil is significantly better than that of domestic enterprises in the same country and is equivalent to that of imported Japanese TAF.
Although the present invention has been described with reference to a preferred embodiment, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (10)

1. The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is characterized in that the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability consists of an epoxy resin component A and a curing agent component B, and the epoxy resin component A comprises the following components in parts by mass:
Figure FDA0003270313990000011
the curing agent component B comprises the following raw materials in parts by mass:
Figure FDA0003270313990000012
the preparation method of the epoxy resin component A comprises the following steps: respectively heating the components in the epoxy resin component A to 60 ℃, mixing and stirring according to the proportion, and stirring at the speed of 650r/min for 30min to prepare the epoxy resin component A;
the preparation method of the curing agent component B comprises the following steps: mixing and stirring the components in the curing agent component B according to the proportion, wherein the mixing and stirring speed is 650r/min, and stirring for 1h to prepare the curing agent component B;
the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability is prepared by the following steps: the epoxy resin component A and the curing agent component B are prepared according to the following ratio of 1:1, stirring for 2 minutes at a stirring speed of 650r/min to prepare the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability.
2. The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized by comprising the following steps: the high-temperature curing agent is one or a combination of more of tallow propylene diamine, tetradecyl primary amine, octadecyl primary amine, oleyl primary amine (purity is more than 85%), hexadecyl primary amine, N-coco-1, 3-propylene diamine, oleyl propylene diamine and N-hydrogenated tallow-1, 3-propylene diamine.
3. The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized by comprising the following steps: the epoxy resin monomer is one or a combination of bisphenol A, bisphenol F, hexamethylene diamine, hexanediol, adipic acid, p-diphenol, o-diphenol and m-diphenol.
4. The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized by comprising the following steps: the bisphenol A epoxy resin is one or a combination of more of NPEL128, E51, E44, E39, E20 and E12.
5. The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized by comprising the following steps: the bisphenol F epoxy resin is one or a combination of more of DER354, NPEF-170, EPON862, ARALDITE GY285, YDF170, NPEF-175, NPEF-198 and NPEF-164X.
6. The preparation method of the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized by comprising the following steps: the diluent is one or more of AGE 748(C12-14) alcohol glycidyl ether, DGE5101 (n-butyl glycidyl ether), EHGE746 (isooctyl glycidyl ether octyl glycidyl ether), NPGE (nonylphenyl glycidyl ether), GMA (methacrylic acid glycidyl ether), BDDGE 522(1, 4-butanediol diglycidyl ether), BGE (butyl glycidyl ether), EGDGE669 (ethylene glycol diglycidyl ether), NPGDGE 678 (neopentyl glycol diglycidyl ether), PEGGE 205 (polyethylene glycol diglycidyl ether), PPGDGE207 (polypropylene glycol diglycidyl ether) and TMPEG (trimethylolpropane triglycidyl ether).
7. The method for preparing the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized in that: the coupling agent is one or two of silane coupling agent A-151, silane coupling agent A-172, silane coupling agent KH-540, silane coupling agent KH-560, silane coupling agent KH-570, silane coupling agent KH-602 and silane coupling agent KH-791.
8. The method for preparing the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized in that: the antioxidant is one or more of antioxidant 1010, antioxidant 245, antioxidant BHA, butyl hydroxy anisol, BHT, dibutyl hydroxy toluene, and 2,2' -ethylene bis (4, 6-di-tert-butylphenol).
9. The application of the hot-mixed second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability, which is prepared by the preparation method according to any one of claims 1 to 8, in paving the steel bridge deck is characterized in that: the standard spraying amount of the epoxy adhesive layer oil is 0.4-0.8 kg/m2
10. The method for preparing the hot-mix second-order epoxy adhesive layer oil for paving the steel bridge deck with excellent construction workability according to claim 1, which is characterized in that: the accelerators are purchased from Jiangsu and are originated from the traffic science and technology development limited company, and the types of the accelerators are one or more of CWG-I type, CWG-II type, CWG-III type, CWG-IV type, CWG-V type, CWG-VI type and CWG-VII type; the high-performance additives F are purchased from one or more of the models CWA-I, CWA-II, CWA-III, CWA-IV, CWA-V, CWA-VI and CWA-VII of the transportation science and technology development limited company in Jiangsu.
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