某物理实验楼结构设计计算书.rar
某物理实验楼结构设计计算书,2.6万字30页摘要：本文为某高校物理实验楼结构设计计算书。该实验楼位于武汉市某地，建筑面积约为6000m2左右，抗震设防烈度为七度，抗震等级按二级计算，建筑防火等级为二级。根据建筑设计、工艺使用和抗震方面的要求，以及现场材料供应情况和施工能力、场地地质条件等，确定合理的结构方案和结构布置方案...
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某物理实验楼结构设计计算书
2.6万字 30页
摘要：本文为某高校物理实验楼结构设计计算书。该实验楼位于武汉市某地，建筑面积约为6000m2左右，抗震设防烈度为七度，抗震等级按二级计算，建筑防火等级为二级。
根据建筑设计、工艺使用和抗震方面的要求，以及现场材料供应情况和施工能力、场地地质条件等，确定合理的结构方案和结构布置方案，确定框架、楼面、屋面、楼梯及其它承重构件和非承重构件形式。本设计只选取一榀主框架及其柱下基础进行设计计算。先进行荷载计算，在此基础上进行内力计算、侧移计算和内力组合（在内力计算中，恒载、活载用弯矩二次分配法进行计算，水平荷载采用D值法进行计算）。然后进行构件配筋计算，各构件根据相应规范按公式计算而得，基础依《建筑地基基础设计规范》进行设计，基础设计场地为第四纪黄土，其垂直及水平分布均较稳定，属非自重湿陷性黄土地质，并且不考虑地下水对建筑物基础的影响。最后，依据计算结果，结合相应的结构构造要求，绘制结构施工图，写出相应的设计说明。本计算书所有项目均以最新规范规定为依据。
关键词：结构设计、内力、框架、基础
Abstract: This text is a Calculation book for structure design of the physics experiments floor of some University. Should experiment the floor to locate the certain place in Wuhan City, and the construct area is about 6000 m2, the anti- earthquake establish defence is seven degrees, the anti- earthquake grade to press second class calculation, and the construction to prevent fire grade for the second class.
According to the building design, the craft use and the request of anti- earthquake, and the material supply 、the construction ability and the term of the ground geology etc., decide the reasonable of the construction project and the project of the construction arranges, decide the form of the frame、 floor、 house, stairs and other member of bearing load and not bearing load. This design only select a main frame and its pillar of bottom the foundation proceeds design calculation. Advanced calculate the load, here the foundation go forward the calculation of internal lever、lateral deflection and internal lever combination( compute the internal lever, the dead load, live load to use the method allotment two times to bending moment, and the level load to adopt the worth method of D to proceed calculation).Then proceeds the reinforcement calculation of members, each members design according to the Design Code. the foundation design according to the “Design Code for the foundation” .foundation design field ground is the fourth loess, its perpendicular ......
设计参考资料
1. 中华人民共和国国家标准.《混凝土结构设计规范》（GB50010-2002） 中国建筑工业出版社，2002
2. 中华人民共和国国家标准.《建筑抗震设计规范》（GB50011-2001） 中国建筑工业出版社，2002
2.6万字 30页
摘要：本文为某高校物理实验楼结构设计计算书。该实验楼位于武汉市某地，建筑面积约为6000m2左右，抗震设防烈度为七度，抗震等级按二级计算，建筑防火等级为二级。
根据建筑设计、工艺使用和抗震方面的要求，以及现场材料供应情况和施工能力、场地地质条件等，确定合理的结构方案和结构布置方案，确定框架、楼面、屋面、楼梯及其它承重构件和非承重构件形式。本设计只选取一榀主框架及其柱下基础进行设计计算。先进行荷载计算，在此基础上进行内力计算、侧移计算和内力组合（在内力计算中，恒载、活载用弯矩二次分配法进行计算，水平荷载采用D值法进行计算）。然后进行构件配筋计算，各构件根据相应规范按公式计算而得，基础依《建筑地基基础设计规范》进行设计，基础设计场地为第四纪黄土，其垂直及水平分布均较稳定，属非自重湿陷性黄土地质，并且不考虑地下水对建筑物基础的影响。最后，依据计算结果，结合相应的结构构造要求，绘制结构施工图，写出相应的设计说明。本计算书所有项目均以最新规范规定为依据。
关键词：结构设计、内力、框架、基础
Abstract: This text is a Calculation book for structure design of the physics experiments floor of some University. Should experiment the floor to locate the certain place in Wuhan City, and the construct area is about 6000 m2, the anti- earthquake establish defence is seven degrees, the anti- earthquake grade to press second class calculation, and the construction to prevent fire grade for the second class.
According to the building design, the craft use and the request of anti- earthquake, and the material supply 、the construction ability and the term of the ground geology etc., decide the reasonable of the construction project and the project of the construction arranges, decide the form of the frame、 floor、 house, stairs and other member of bearing load and not bearing load. This design only select a main frame and its pillar of bottom the foundation proceeds design calculation. Advanced calculate the load, here the foundation go forward the calculation of internal lever、lateral deflection and internal lever combination( compute the internal lever, the dead load, live load to use the method allotment two times to bending moment, and the level load to adopt the worth method of D to proceed calculation).Then proceeds the reinforcement calculation of members, each members design according to the Design Code. the foundation design according to the “Design Code for the foundation” .foundation design field ground is the fourth loess, its perpendicular ......
设计参考资料
1. 中华人民共和国国家标准.《混凝土结构设计规范》（GB50010-2002） 中国建筑工业出版社，2002
2. 中华人民共和国国家标准.《建筑抗震设计规范》（GB50011-2001） 中国建筑工业出版社，2002
