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This paper will present an overview of the current state of our national sewer system infrastructure; the current state of the art in design and construction technology for the wastewater treatment facilities; the current state of the art in protective coating technology for concrete in these facilities and structures.
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The spray-applied, two-component, ambient-cured polyurea, which features no VOC’s and low odor, can be applied at colder temperatures than current available coatings. This wider temperature application range extends the season for restoring outdoor concrete substrates. The technology provides quick dry times; leading to faster return-to-service and helping applicators and owners meet tight deadlines.
A case study of a major CP system operating in Australia for 15 years and proposal of a series of changes to current practices which can be considered for implementation in the design, installation and monitoring stages of new impressed current cathodic protection systems in concrete.
Recent occurrences of high visibility structural failures have spurred interest to revisit inspection and repair of aging reinforced concrete structures. Chloride-induced corrosion can cause premature damage of structures in coastal regions. Corrosion induced by carbonation of the concrete and the concrete pore water, on the other hand can occur in many other environments including structures in both wet and dry exposures. This type of corrosion can become increasingly relevant in residential buildings as housing structures age to where sufficient carbonation occurs at reinforcing steel depths.
Controlling corrosion of proposed atmospherically exposed reinforced concrete structures. Causes of and control methods for the corrosion of reinforcing steel in Portland cement concrete structures. Historical Document 1990
标准 推荐习惯做法 钢板和混凝土上衬里的检查 Application of metallic thermal spray coating (TSC) of aluminum, zinc, and their alloys and composites for the corrosion protection of steel.
"Monolithic surfacing" means a continuous floor coating with a minimum thickness of 40 mil (1 mm). Surfacing formulation will usually include a filler or aggregate and a resinous binding agent. Historical Document 1976
Selection of coatings for concrete surfaces in nonimmersion and atmospheric services. Chemical properties. Surface preparation. Service conditions. General properties. Testing. Historical Document 1991
Selection of coatings for concrete surfaces in nonimmersion and atmospheric services. Chemical properties. Surface preparation. Service conditions. General properties. Testing. Historical Document 1996
Guidelines for the selection and installation of liquid organic coatings to be used over concrete exposed to immersion conditions and severe chemical splash and spillage. Historical Document 1992
Explains why concrete floors need protective treatments, identifies two main categories of protective treatments, and recommends appropriate protective treatments based on purposes and finishes of concrete floors.