Thin layer paving material for wet road and bridge surface, and preparation method thereof
A pavement material, road and bridge deck technology, applied in the field of pavement pavement materials, can solve the problem of road and bridge deck moisture curing, water-resistant aging has not been studied, water-resistant aging, heat-resistant aging has not been studied, and pavement thin-layer pavement cannot be applied, etc. problems, to achieve the effects of low mechanical strength, improved curing reaction rate, and good resistance to boiling and aging
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Embodiment 1
[0049] The thin-layer pavement material suitable for wet road and bridge decks provided in this embodiment includes epoxy resin binder and wear-resistant aggregate, wherein the epoxy resin binder includes A component and B component with a mass ratio of 1:0.5 Components, the specific dosage of each component is as follows:
[0050] Epoxy resin binder composition (mass parts):
[0051] A component:
[0052]
[0053] Wherein novolak epoxy resin DEN431 includes but not limited to available from Dow Chemical.
[0054] B component:
[0055] DMP-30 5
[0056] Phenalkamide Curing Agent 65
[0057] 4,4′-Diaminodiphenylmethane 30
[0058] The wear-resistant aggregate is ceramic aggregate, the Mohs hardness is greater than 7, and the dust content is less than 1wt%. The mass percentages of particles with different particle sizes are:
[0059] Particle size 1.18mm~2.36mm 5%
[0060] Particle size 2.36mm ~ 4.75mm 95%.
[0061] The preparation method of the thin-layer paving mate...
Embodiment 2
[0066] The thin-layer pavement material suitable for wet road and bridge decks provided in this embodiment includes epoxy resin binder and wear-resistant aggregate, wherein the epoxy resin binder includes A component and B component with a mass ratio of 1:0.65 Components, the specific dosage of each component is as follows:
[0067] Epoxy resin binder composition (mass parts):
[0068] A component:
[0069]
[0070] B component:
[0071] DMP-30 8
[0072] Phenalkamide Curing Agent 70
[0073] ZY1050 modified alicyclic amine 22
[0074] The wear-resistant aggregate is corundum, the Mohs hardness is greater than 7, and the dust content is less than 1wt%. The mass percentages of particles with different particle sizes are:
[0075] Particle size 1.18mm~2.36mm 35%
[0076] Particle size 2.36mm ~ 4.75mm 65%.
[0077] The preparation method of the thin-layer paving material suitable for wet road bridge decks is as follows:
[0078] (1) According to the above dosage relati...
Embodiment 3
[0082] The thin-layer pavement material suitable for wet road and bridge decks provided in this embodiment includes epoxy resin binder and wear-resistant aggregate, wherein the epoxy resin binder includes A component and B component with a mass ratio of 1:0.75 Components, the specific dosage of each component is as follows:
[0083] Epoxy resin binder composition (mass parts):
[0084] A component:
[0085]
[0086] B component:
[0087] DMP-30 6
[0088] Phenalkamide Curing Agent 80
[0089] ZY1050 modified cycloaliphatic amine 14
[0090] The ZY1050 modified alicyclic amine curing agent includes but is not limited to those purchased from Xuzhou Zhongyan Technology Industry Co., Ltd.
[0091] The wear-resistant aggregate is basalt, the Mohs hardness is greater than 7, and the dust content is less than 1wt%. The mass percentages of particles with different particle sizes are:
[0092] Particle size 1.18mm~2.36mm 20%
[0093] Particle size 2.36mm ~ 4.75mm 80%.
[009...
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