贺州市实验中学办公楼设计框架毕业设计计算书-应用文.docVIP

贺州市实验中学办公楼设计 摘要 本设计完成了一座综合办公楼的建筑设计和部分结构设计。建筑高度23.7m(从地面标高到主体结构檐口的高度)。 本工程地震设计烈度为7度，建筑场地类别为Ⅱ类。建筑防火等级为二级，建筑耐久年限为50年。在进行结构设计之前建筑设计已完成并由指导老师认可。 结构设计部分：主体采用框架结构，要求在建筑设计基础上布置结构，基础结构形式采用柱下独立基础。计算了水平(地震、风)方向和竖向荷载；人工计算一榀框架在水平荷载作用下和竖向荷载作用下的内力及水平侧移；人工计算了一榀框架的荷载效应组合及截面设计。 关键字 办公综合楼；设计；框架 Design of HeZhou High School Official Builing Abstract： This design has completed a comprehesive official building’s architectural design and part of its structural design. The height of the building is 23.7m (from the ground to the main structure cornice). This project’s seismic fortification intensity is 7 degree; seismic fortification grade is grade three. The fire prevention grade of this building is grade two, the design working life of this building is 50 years. The architectural design have been completed and admitted by the academic advisor before the structural design. Structural design section: The subject adopts frame constrction, demanding that the base of the architecture design should arrange construction, and the foundation scheme select strip foundation. Caculated the horizonal loads (seismic,wind) and vertical loads, and the stress under the function of these loads; calculated the excursion under the funtion of the horizoned loads and vertical loads; calculated the load effect combination and the cross-section design of the frame. Key words: office building; design; frame 目　　次 摘 要…………………………………………………………第Ⅰ页 Abstract……………………………………………………………第Ｉ页 楼盖设计……………………………………………………………第1页 1.1设计资料………………………………………………………………第1 页 1.2结构布置………………………………………………………………第1页 1.3荷载计算………………………………………………………………第1页 1.4双向板计算……………………………………………………………第3页 1.4.1按弹性理论计算…………………………………………………第3页 1.4.2计算跨度…………………………………………………………第4页 1.4.3荷载布置方式……………………………………………………第4页 1.4.4内力计算…………………………………………………………第4页 1.4.5荷载布置方式……………………………………………………第4页 1.4.6单向板计算………………………………………………………第10页 梁计算………………………………………………………………第12页 2.1 确定梁截面尺寸………………………………………………………第12页 2.2 荷载计算………………………………………………………………第12页 2.3内力计算………………………………………………………………第15页 2.3.1计算跨度………………