毕设基本摘要
摘 要:本设计题目为大学4#宿舍楼设计。该工程为全现浇六层钢筋混凝土框架结构,抗震设防烈度为八度,丙类建筑,灌注桩基础。
本设计包括建筑设计和结构设计两部分。建筑设计包括总平面图设计,底层和标准层平面图设计、立面图设计,并绘制了相关的建筑施工图。
结构设计以手算为主,主要以横向一榀框架的内力计算和配筋为主。计算内容包括重力荷载计算,框架刚度计算,水平荷载作用下框架结构的内力和侧移计算、竖向荷载作用下框架结构的内力计算、内力组合、框架梁柱的截面配筋计算、罕遇地震作用下弹塑性变形验算、楼梯和楼板的配筋计算以及基础设计。绘制了基础平面布置图、所计算横向一榀框架的基础详图和配筋图,标准层柱、梁平法配筋图,标准层楼板和楼梯的配筋图等。
关键词:框架结构; 抗震设计; 桩基础
Abstract: The subject of this paper is the fourth residential constructure of building of the Ludong university in the city of Yantai .The building is on-site reinforced concrete frame structure of 6 storeys, which is C-class. The seismic fortification intensity is 8, and the driven cast-in-place pile foundation is adopted.
This design includes two parts: one is the architectural design and the other is structure design. The architectural design includes general layout, ground floor plane, typical floor plane and elevation . The corresponding construction documents drawing are given.
The calculation of structural design has finished by hand, which is mainly on the computation of internal force and reinforcing bars of a slice of transverse frame structure. The computation by hand includes gravity loading, frame rigidity, the internal force at the horizontal and vertical loading action respectively, the lateral displacement at the horizontal loading action,the internal deformation checking at the extrem seismic
action, the reinforcing bars of typical staircases and floor slabs, and pile foundation. The floor plane drawing, detailed drawing and reinforcing bars drawing of foundation are given. And we have given the reinforcing bars drawing of typical slabs and staircases, typical beams and columns with plane-global
Keywords:Frame Structure; Earthquake-Resistance Design; Pile Foundation
建筑面积:6182m2
建筑层数:6层
建筑高度:20.8m
结构类型:框架结构
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