研发了一种减缩型聚羧酸减水剂,该减水剂在具有很好的减水分散性能的同时,又具有减缩、保坍能力强等功能。研究了通用型聚羧酸减水剂(polycarboxylate superplasticizer,PCE)及减缩型聚羧酸减水剂(shrinkage-reducing type polycarboxyl...研发了一种减缩型聚羧酸减水剂,该减水剂在具有很好的减水分散性能的同时,又具有减缩、保坍能力强等功能。研究了通用型聚羧酸减水剂(polycarboxylate superplasticizer,PCE)及减缩型聚羧酸减水剂(shrinkage-reducing type polycarboxylate superplasticizer,SRPCE)对水泥基材料收缩性能的影响,包括水泥胶砂干燥收缩性能和水泥胶砂自由收缩性能。结果表明:减缩型聚羧酸减水剂可有效降低水泥胶砂的干燥收缩和自由收缩。展开更多
In order to quantify the development of the tensile stresses and obtain a reliable estimation of the cracking risk, the concrete was subjected to restrained conditions. The fully restrained condition was achieved by k...In order to quantify the development of the tensile stresses and obtain a reliable estimation of the cracking risk, the concrete was subjected to restrained conditions. The fully restrained condition was achieved by keeping the length constant of a concrete specimen. Comparing the free shrinkage with the restrained shrinkage, tensile creep could be discriminated from shrinkage. The testing method was introduced in details, and the mechanical behoviors under tensile lond were analyzed. Results show that conerete exhibits a pronounced viscoelasticity. Under restroined condition, the self-induced tensile stress increases with time. The lower the water to cement ratio, the larger the tensile stress at the same age. The tensile creep of hardening concrete is much larger than that of hardened concrete. The relationships among autogenous shrinkage unter free condition, elastic strain and creep under restrained condition are described, and the mathematical model for the calculation of elastic strain and creep is propased.展开更多
文摘研发了一种减缩型聚羧酸减水剂,该减水剂在具有很好的减水分散性能的同时,又具有减缩、保坍能力强等功能。研究了通用型聚羧酸减水剂(polycarboxylate superplasticizer,PCE)及减缩型聚羧酸减水剂(shrinkage-reducing type polycarboxylate superplasticizer,SRPCE)对水泥基材料收缩性能的影响,包括水泥胶砂干燥收缩性能和水泥胶砂自由收缩性能。结果表明:减缩型聚羧酸减水剂可有效降低水泥胶砂的干燥收缩和自由收缩。
文摘In order to quantify the development of the tensile stresses and obtain a reliable estimation of the cracking risk, the concrete was subjected to restrained conditions. The fully restrained condition was achieved by keeping the length constant of a concrete specimen. Comparing the free shrinkage with the restrained shrinkage, tensile creep could be discriminated from shrinkage. The testing method was introduced in details, and the mechanical behoviors under tensile lond were analyzed. Results show that conerete exhibits a pronounced viscoelasticity. Under restroined condition, the self-induced tensile stress increases with time. The lower the water to cement ratio, the larger the tensile stress at the same age. The tensile creep of hardening concrete is much larger than that of hardened concrete. The relationships among autogenous shrinkage unter free condition, elastic strain and creep under restrained condition are described, and the mathematical model for the calculation of elastic strain and creep is propased.
