Fatigue damage and destruction is the main two damage forms of epoxy adhesive layer of asphalt mixture of steel bridge deck.
疲劳破坏和粘结层破坏是环氧沥青混合料钢桥面铺装最主要的两种破坏形式。
The influences of surface treatments, the pressures during bonding process and the thickness of adhesive layer on shearing strength were investigated with epoxy resin-DDS curing system as adhesive.
采用环氧树脂-DDS固化体系作为胶接剂，探讨了各种金属表面处理方法、胶接时对胶接面施加的压力、胶层厚度等因素对胶接剪切强度的影响。
Adhesive layer materials for different conditions may be recommended by using of direct shear test and pullout test with SBR modified emulsion asphalt, SBS modified asphalt and Japan epoxy binder.
采用SBR改性乳化沥青、SBS改性沥青和日本环氧粘结剂三种层间粘结剂，利用直剪试验和拉拔试验进行层间抗剪性能分析，可以推荐出适合不同条件的粘结层材料。
The specimens were made from two glass arms joined with a0.005-in. layer of epoxy adhesive.
制作的试样是把两块玻璃臂用0。005时厚环氧粘合剂涂层胶合成的。
The anticorrosive pressure bearing layer is made of engineering plastic, the antirust layer is made of stainless steel material, and the adhesive layer is made of epoxy resin adhesive.
其中防腐耐压层采用工程塑料，防锈层采用不锈钢材质，粘合层采用环氧树脂粘合剂。
The anticorrosive pressure bearing layer is made of engineering plastic, the antirust layer is made of stainless steel material, and the adhesive layer is made of epoxy resin adhesive.
其中防腐耐压层采用工程塑料，防锈层采用不锈钢材质，粘合层采用环氧树脂粘合剂。
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