Abstract
In order to preventing from exfoliation of light weight cement mortar rendering on structural bodies such as reinforced concrete, drying shrinkage strain and mass reduction of rendering layers with 4 types of mix proportions, which were designed according to different degrees of flow at fresh mortar, were measured in experiments. As a result, the following items are clarified; (1)Drying shrinkage strain of under sides, which were shrinkage ones, was larger than one of upper sides, furthermore almost all upper sides, were warped convexly. (2)All of contraction strain for a month term were about 1500μ and not different from each other.