Waterborne epoxy resins modified by reactive polyacrylate modifier with fluorinated side chains

2019 ◽  
Vol 17 (2) ◽  
pp. 427-437
Author(s):  
Hongyi Shi ◽  
Sha He ◽  
Weiqu Liu ◽  
Yankun Xie ◽  
Liyan Liang ◽  
...  
2018 ◽  
Vol 136 (8) ◽  
pp. 47091 ◽  
Author(s):  
Sha He ◽  
Weiqu Liu ◽  
Maiping Yang ◽  
Chunhua Liu ◽  
Chi Jiang ◽  
...  

RSC Advances ◽  
2017 ◽  
Vol 7 (85) ◽  
pp. 53970-53976 ◽  
Author(s):  
Tianyi Na ◽  
Hao Jiang ◽  
Liang Zhao ◽  
Chengji Zhao

The novel naphthyl epoxy resin was synthesized and cured with MeHHPA. It showed significantly lower dielectric constant and dielectric loss than other commercial epoxy resins due to the introduction of fluorine on the side chains.


2018 ◽  
Vol 55 (8) ◽  
pp. 618-629 ◽  
Author(s):  
Sha He ◽  
Weiqu Liu ◽  
Chunhua Liu ◽  
Chi Jiang ◽  
Maiping Yang ◽  
...  

Author(s):  
Ying‐Chi Huang ◽  
Li‐Ting Wang ◽  
Shu‐Wei Hsu ◽  
Tai‐Fu Lin ◽  
Ying‐Chih Liao ◽  
...  

Materials ◽  
2020 ◽  
Vol 13 (5) ◽  
pp. 1224 ◽  
Author(s):  
Yanqiu Bi ◽  
Rui Li ◽  
Sen Han ◽  
Jianzhong Pei ◽  
Jiupeng Zhang

Patching is one of the most common maintenance methods for potholes in roads. In order to improve the performance of cold-patching asphalt mixtures, an emulsified asphalt modified with waterborne epoxy resin was developed. Two waterborne epoxy resins and two curing agents were selected. The optimal experimental contents of the curing agents were obtained by measuring the compressive strength of the waterborne epoxy mortar (WEM) under different curing agent contents and curing period. The difference between the two waterborne epoxy resins was obtained by the flexural strength and stress–strain curves, which were measured by the modified bending test on the WEM. The evaluation method of the initial strength and forming strength of the waterborne epoxy emulsified asphalt mixture (WEEAM) was proposed by the experimental study of the compaction molding method and curing conditions. The high temperature performance, low temperature performance, and moisture susceptibility of the mixture were verified by comparing various kinds of WEEAM. The results show that using WEEAM as a road repair material has great advantages in improving pavement performance and road service levels.


Author(s):  
J. G. Adams ◽  
M. M. Campbell ◽  
H. Thomas ◽  
J. J. Ghldonl

Since the introduction of epoxy resins as embedding material for electron microscopy, the list of new formulations and variations of widely accepted mixtures has grown rapidly. Described here is a resin system utilizing Maraglas 655, Dow D.E.R. 732, DDSA, and BDMA, which is a variation of the mixtures of Lockwood and Erlandson. In the development of the mixture, the Maraglas and the Dow resins were tested in 3 different volumetric proportions, 6:4, 7:3, and 8:2. Cutting qualities and characteristics of stability in the electron beam and image contrast were evaluated for these epoxy mixtures with anhydride (DDSA) to epoxy ratios of 0.4, 0.55, and 0.7. Each mixture was polymerized overnight at 60°C with 2% and 3% BDMA.Although the differences among the test resins were slight in terms of cutting ease, general tissue preservation, and stability in the beam, the 7:3 Maraglas to D.E.R. 732 ratio at an anhydride to epoxy ratio of 0.55 polymerized with 3% BDMA proved to be most consistent. The resulting plastic is relatively hard and somewhat brittle which necessitates trimming and facing the block slowly and cautiously to avoid chipping. Sections up to about 2 microns in thickness can be cut and stained with any of several light microscope stains and excellent quality light photomicrographs can be taken of such sections (Fig. 1).


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