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通过参加水塔国家标准图的编制工作及对于一般常用的钢筋混凝土支筒式水塔(容量50米~3～400米~3,高度不超过40米)的研究,提出以下几点主要看法,不妥之处请同志们指正。一、地震弯矩与水塔高度的关系这类水塔水箱部分(头部)的重量大于支筒的重量,经几种方法计算比较,按单质点体系考虑较为合适,计算简单且具有足够
By participating in the preparation of the water tower national standard map and the study of commonly used reinforced concrete concrete bucket type water towers (capacity 50 m ~ 3 ~ 400 m ~ 3, height less than 40 m), the following major points of view are proposed. Please correct your comrades. First, the relationship between the earthquake bending moment and the height of the water tower The weight of the water tank part (head) of this type of water tower is greater than the weight of the branch barrel. After calculation and comparison by several methods, the single mass point system is more appropriate to consider and the calculation is simple and sufficient.