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摘要：
本设计题目为综合培训楼，按照要求设有标准教室、实验室、电教室、计算机房、阶梯教室、技能培训室、图书资料室、教研室、值班室等。
本次设计的建筑平面为“一”字型，共六层，层高3.6m，总长44.15m，宽18.65m。建筑总面积约为5159m2，房间的开间为4.2m，进深7.8 m，走廊宽2.4m，考虑到交通需要和防火要求，楼中设有两部楼梯。
结构形式为钢筋混凝土框架结构。设计中，计算了该框架在地震荷载作用下侧移验算及内力计算、计算了竖向荷载作用下梁、柱的内力大小，以此来判断结构的合理性。通过各种荷载的组合计算，对梁、柱进行合理的配筋。对板、楼梯进行了荷载计算及配筋。整个设计满足强柱弱梁、强剪弱弯和强节点、强锚固的设计原则，能够满足7度抗震设防要求。
关键词：培训楼；框架结构；荷载；内力；配筋。
Abstract：
The main work is the design for the comprehensive training building of Zhongyuan Oilfield. According to the request, comprehensive training rooms need to be setted, such as the standard classroom,laboratory,electronic classroom,computer room,ladder classroom, skills training room, library, teaching and research room , duty room.
The form of “一” is designed for the building plane, and the building has 6 floors with a height of 3.6m of each floor. The building is 44.15m in length and 18.65m in width. The total area of the structure is about 5159m2, the width of a room will be 4.2m, and the distance between two columns is 7.8m, the corridor is 2.4m in width. In order to satisfy the requirement of the fire proof and other needs, two stairs are setted in the building .
Frame structure is choosed. The moment and the shear force under seismic load and vertical load are caculated, in oder to check out retionality.The reinforcement of the beams and the columns is caculated. The relatice load of board and the stair ,as well as the inner force is caculated.Its reinforcement is annalysed. Designed to meet the strong-weak beam, shear-bending weak and strong points, anchoring the strong design principles, to meet 7 of seismic fortification requirements.
Key Words：training building；frame structure；load；internal force；reinforcement. | 
