摘要
对质监站出具的普通混凝土配合比的可靠性、科学性及可行性作了论述 ,分析了其配合比在执行过程中存在问题及执行不准确的原因 ,阐明了混凝土强度和配合比的指标的重要性。
In this paper according to the mix proportion of common concrete subscribed by quality supervision station its reliability and feasibility are discussed. The existed problems and reasons caused the incorrect operation are analyzed. Author points out that the mix proportion and strength of concrete is significant for engineering.
出处
《山西建筑》
2004年第9期53-54,共2页
Shanxi Architecture
