CGM high-strength non-shrinkage grouting material for high grouting material in cold season, the ultra strong grouting material roads, Bridges and other structures subjected to freeze-thaw damage, will cost a huge sum of money each year to repair them. Hardening of super-high strength grouting material with super early strength degradation due to freezing and thawing cycle complex microstructure on grouting material itself. Damage, however, not only depends on CGM high-strength non-shrinkage grouting material shelf life in grouting material performance, and associated with grouting material of the external environment. Therefore, under the given conditions of antifreeze cement-based grouting materials, in a different environment conditions could fail because of the cold. Super-high strength grouting material from damaging forms a variety of grouting mortar material manufacturer is diversiform, the most common is due to the cement base material after repeated freezing and thawing cycles, the cumulative crack and crack. Exposed under negative temperature grouting material board, under the presence of water and deicing salt, layered peeling off easily. Known some coarse aggregate can lead to cracking, and forms a capital letter D crack, called a D - Crack. Super-high strength of grouting material and ask the grouting material to resist the ability of the freeze-thaw damage, or grouting material in saturated state, through repeated freeze-thaw cycle effect, maintain strong grouting LiaoDu zaozhuang and appearance completely the whole ability. Frost resistance evaluation of cold region and grouting reinforcement is one of the important indicators of the durability of grouting material. Even in mild areas, winter freeze-thaw problem of grouting material is still outstanding. In negative temperature areas, under a state of full water grouting material structure, the internal space of water freeze expansion stress, make the CGM high-strength non-shrinkage grouting material structure internal damage due to expansion force, after repeated freeze-thaw cycle effect, damage gradually increased, eventually lead to crack or split grouting material structure.
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