优秀设计
摘要
㎡,,层数为6层。建筑总体选型为矩形,结构为现浇钢筋混凝土框架结构,抗震设防烈度为7度,抗震等级为三级,混凝土框架结构,具有较强的抗震性能。在本次结构设计时选取一榀框架进行设计,恒荷载作用下采用迭代法进行计算,活荷载作用采用分层法计算,水平荷载作用采用D值法计算,截面设计中应考虑“强柱弱梁、强剪弱弯”的原则进行内力调整,进行了楼面板与楼梯设计,楼板采用双向板,楼梯采用板式楼梯,在进行设计过程中,结构设计以手算为主,并以计算机辅助,用PKPM进行计算和验算,从而保证了计算的准确性和结构的安全性。
关键词:结构,设计,框架,计算,计算机辅助绘图
Abstract
The project total construction area of square meters, the total height of m, for the six-storey low-rise. Selection for the overall rectangular building, the structure of cast-in-place reinforced concrete frame structure, seismic fortification intensity of 7 degrees, seismic rating for the three, the concrete frame structure, with strong seismic performance. In the structural design, select a framework for the design, under constant load method used to calculate the live load using hierarchical method, using standard load D value method, the section should be considered in the design of "strong - Weak beam, the weak shear-bending "the principles of internal force adjustments to the design of the stairs and floor panels, floor by two-way boards, use the stairs plate staircase, in the process of design, structural design to be the main hand and puter Assistance, with PKPM calculated and checked, so as to ensure the accuracy of the terms and structure of security.
Key words: structure, design, framework; CAD
目录
1 建筑总说明……………………………………………………………………………1
场地图……………………………………………………………………………1
工程概况………………………………………………………………………1
工程名称………………………………………………………………………1
工程类型……………………………………………………………………1
工程规模………………………………………………………………………1
结构形式………………………………………………………………………1
抗震设防烈度…………………………………………………………………1
设计资料…………………………………………………………………………1
工程地质条件…………………………………………………………………1
水文资料………………………………………………………………………1
气象资料………………………………………………………………………1
相对湿度………………………………………………………………………2
年降雨量………………………………………………………………………2
地震基本烈度…………………………………………………………………2
基本风压………………………………………………………………………2
土木工程毕业设计（论文）-齐鲁大学六层教学楼设计 来自淘豆网m.daumloan.com转载请标明出处.
