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钢筋混凝土迭合受弯构件在工程建设中较为普遍采用,一、二十年来,国内外进行了一些理论和试验研究,提出了相应的设计方法。一般方法均为:先按整浇梁进行强度计算,比计算出的钢筋量增大百分之10～30的数量进行配置,然后再按一般梁进行变形及裂缝验算。以“装配整体梁板研究专题科研组”的名义在《建筑结构学报》1982年第6期发表的论文也未能离开这一思路,只是提出了自己的经验公式,建议
Reinforced concrete composite flexural members are more commonly used in engineering construction, one or two decades, a number of theoretical and experimental studies at home and abroad, put forward the corresponding design methods. The general method is: first according to the strength of the whole pouring beam calculation, than the calculated amount of reinforcement increased by 10 to 30 the number of configuration, and then press the general beam deformation and crack checking. The papers published in Journal of Building Structures, No.6, 1982 in the name of “Special Scientific Research Group on the Integrated Beam Panel” also failed to leave this train of thought, but put forward their own empirical formula, recommendations