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本工程是天津滨海中学科学实验楼设计（天津塘沽区）的设计，包括建筑布置和结构设计两部分。本建筑为五层钢筋混凝土框架结构，总建筑面积为5840.1m2，总建筑高度为18.900m。其中完成了建筑的平面设计、立面设计及剖面设计。本实验楼的建筑形状采用的是比较常规的矩形。结构计算中考虑了竖向荷载中的恒荷载、活荷载和水平方向荷载中的地震作用，并将水平的荷载分配到结构框架上，分别用D值法和弯矩二次分配法计算活荷载和恒荷载作用下构件的内力，并进行了一榀框架的内力组合、截面设计及配筋。手算过程中运用到了excel软件，来进行数据的计算。最后，还使用了PKPM软件进行电算，并与手算结果进行对比，对配筋进行修改，并绘出各楼层梁、板、柱、基础、楼梯的结构施图。
The project is a high school science experiment Tianjin Binhai Building Design ( Tianjin Tanggu District ) design, including building layout and structural design in two parts. The five-story building is of reinforced concrete frame structure , with a total construction area of 5840.1m2, total building height of 18.900m. Which completed a graphic design architecture, design and facade profile design . The College floor building shape is used more conventional rectangular . Calculation takes into account the structure of the vertical load dead load , live load and horizontal load of earthquake , wind load , and the load level assigned to the structural frame , respectively, with D value method and Moment Distribution Method calculation of wind loads, live loads and internal forces under constant loads member, and a combination of internal forces specimens of the framework, cross-sectional design and reinforcement . Hand counting procedure to excel in the use of software to calculate the data. Finally, the use of the software PKPM Computing , and the results were compared with the hand count of reinforcement to modify , and draw on each floor beams, slabs, columns , foundations, stairs construction drawing .
Keywords : laboratory building ; framework ; architectural design ; structural design
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目 录iii
10.2.1水平地震作用下框架梁内力及跨中弯矩的基本组合57
