Energy storage protection type cement-based micro-change monitoring coating for existing building strain monitoring and cement-based sensor
An existing building and strain monitoring technology, applied to cement coatings, coatings, building components, etc., can solve the problems that special-shaped structures cannot realize strain monitoring, cannot protect steel bars in buildings, and have low bond strength of substrates, etc., and achieve effective Conducive to sustainable development, increase the scope of structural strain monitoring, and increase the effect of protection
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[0078] The present invention also provides a method for preparing an energy storage protective cement-based micro-change monitoring coating for strain monitoring of existing buildings. The preparation method includes the following steps:
[0079] Step 1, taking water-based epoxy resin, conductive filler, water, positive electrode filler, inorganic base and negative electrode filler according to the proportioning ratio, respectively stirring and mixing uniformly to form positive electrode slurry, electrolyte slurry and negative electrode slurry;
[0080] Step 2, adding the positive electrode slurry, the electrolyte slurry and the negative electrode slurry into the cement respectively according to the proportion, and stirring until uniformly forming the positive electrode slurry, the electrolyte slurry and the negative electrode slurry respectively;
[0081] Step 3, scrape or spray the positive electrode slurry, electrolyte slurry and negative electrode slurry on the surface of t...
Embodiment 1
[0087] This embodiment provides an energy storage protective cement-based micro-change monitoring coating for strain monitoring of existing buildings. The coating includes three layers of positive electrode coating, electrolyte coating, and negative electrode coating. The material includes components in the following mass percentages:
[0088] (Inner layer) Positive electrode coating: 20% anionic water-based epoxy resin, 40% ordinary Portland cement, 10% positive electrode filler (including 5% nickel oxide, 4% nickel hydroxide, 1% nickel powder), conductive Filler 10% (including carbon nanotube 2%, graphene oxide 8%), water 20%;
[0089] (Middle layer) Electrolyte coating: 20% anionic water-based epoxy resin, 40% composite Portland cement, 15% inorganic alkali (including 10% potassium hydroxide, 1% sodium hydroxide, and 4% lithium hydroxide), Conductive filler 10% (including carbon nanotube 2%, graphene oxide 8%), water 15%;
[0090] (Outer layer) Negative electrode coating:...
Embodiment 2
[0101] In this embodiment, the specific composition of the cement-based micro-variation monitoring coating material is changed, and other method steps are the same as those in Embodiment 1, and will not be repeated here. The cement-based micro-change monitoring coating material includes the following components in mass percentage:
[0102] (Inner layer) positive electrode coating: cationic water-based epoxy resin 10%, aluminate cement 55%, positive electrode filler 10% (including nickel oxide 2%, nickel hydroxide 7%, nickel powder 1%), conductive filler 5% (including graphite 3%, carbon black 2%), water 20%;
[0103] (Middle layer) Electrolyte coating: cationic water-based epoxy resin 10%, slag Portland cement 55%, inorganic alkali 20% (including potassium hydroxide 15%, sodium hydroxide 4%, lithium hydroxide 1%), Conductive filler 5% (including graphite 3%, carbon black 2%), water 20%;
[0104] (Outer layer) Negative electrode coating: 10% cationic water-based epoxy resin, ...
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