Hasil Pencarian  ::  Simpan CSV :: Kembali

"ABSTRAKTulisan ini menyampaikan tujuan dan kegunaan proses perawatan beton atau "concrete curing" terhadap beton yang masih berusia dini, terutama untuk pengecoran di daerah tropis seperti di Indonesia. Perawatan dalam hal ini berarti usaha untuk menjaga keseimbangan kadar air dan temperatur yang sesuai dan yang dibutuhkan dalam proses pengerasan beton, agar didapat beton dengan kinerja yang optimal. Dengan demikian perawatan beton berusia dini merupakan suatu proses penting dalam pertumbuhan kekuatan dan kinerja beton, untuk mencapai tingkat yang maksimal."

"internal curing is promoted as a way tpo mitigate autogenous shrinkage in high-performance concrete having a low water binder ratio (w/b). Different methods of internal curing have been proposed. In this study, the effect of substituting 20% of normalweight sand by an equal mass of lightweight sand on the development of shrinkage was investigated on a 0.35 w/b high performance concrete . Shrinkage was monitored using vibrating wire gauges cast at the center of 100x100x400 mm (4x4x16 in.) concrete samples. Two samples were sealed with self-adhesive aluminum foil to present a closed curing system without any exchanged of humidity between the concrete and its environment, After demolding at the age if 23 to 25 hours. two other samples were cured under water for 6 days . Thereafter these two samples were removed from water and maintained at 23 C (73 F ) and a 50% relative humidity (RH) Environment . Experimental results clearly demonstrate the effeciency of a 20% substitution of normalweight by a lightweight sand to reduce autogenous and drying shrinkage . The Incorporation of 20% lightweight sand did not significantly affect the 28-day compressive strength. The cementitious matrix presented low chloride ion permeability. Internal curing through the use of partial replacement of normalweight sang by lightweight sand definitely represent and efficient method to diminish autogenous and drying shrinkage in low w/b concretes where external water curing does not allow in-depth curing of concrete"