框架梁的横截面一般为矩形或T型，当楼盖结构为预制板装配式楼盖时，为减少结构所占的高度，增加建筑净空，框架梁截面常为十字形或花篮形，在装配整体式框架结构中，常将预制梁做成T形截面，在预制板安装就位后，再现浇部分混凝土，即形成所谓的叠合梁。
It can be seen that traditional composite beam theory is a practical way in analyzing the structures of slab ballastless track.
证明了传统的叠合梁理论在板式无碴轨道结构分析中的实用性。
参考来源 - 铁路板式无碴轨道结构分析方法的研究Meanwhile,the mechanical behavior of steel fiber reinforced concrete(SFSC) composite beam after the introduction of steel fiber was studied.
同时,对掺入钢纤维后叠合梁的受力特性进行了研究。
参考来源 - 钢纤维混凝土叠合梁非线性有限元分析及破坏过程的计算机仿真Study of utmost behavior and strength is the main of the bended concrete superposed member in the dissertation. And then, a new type of superposed beam ,with notch at each end of the prefabricated member, is studied in this dissertation.
本论文主要针对叠合式受弯构件(梁)的极限状态受力性能进行了力学分析，在研究了叠合式受弯构件极限承载力状态的受力性能后，还讨论了一种新型的带槽预制构件叠合梁的设计计算方法。
参考来源 - 叠合式受弯构件正截面承载力的受力性能分析Superposition-method construction was constructing the whole beam or board laminatedly, with the pre-part undertook the post-part, that is, forming laminated beam or board.
叠合浇筑法是将整根梁或整块板分层浇筑,用先浇筑的梁或板来承担部分后期的施工荷载,即形成叠合梁或叠合板。
参考来源 - 钢筋混凝土转换层叠合浇筑法施工阶段裂缝控制研究·2,447,543篇论文数据，部分数据来源于NoteExpress
探讨了配筋钢纤维混凝土叠合梁正截面承载力计算公式。
The formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.
作为叠合梁斜拉桥，四方台大桥的主梁由下部的工字钢和上部的混凝土行车道板组合而成。
Harbin sifangtai bridge is a cable-stayed bridge whose girder is composed by steel i-beam above and concrete deck slab below.
混凝土转换梁采用叠合梁的施工方法，由于先浇混凝土对后浇混凝土的约束，使叠合面产生剪应力。
The concrete transfer beam applies laminated beam in construction, and because of the constraint of earlier pouring concrete to later pouring concrete, shear stress is induced in lamination.
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