摘要:本设计为上海莘中小区久福公寓建筑与结构设计,本结构型式为现浇钢筋混凝土框架结构,屋盖及楼盖采用现浇式结构。框架由梁、柱、基础这三种结构形式组成承重结构,并由联系梁及楼面结构联成整体。本设计内容分为建筑设计和结构设计两部分。在建筑设计部分,进行房屋的建筑平面、立面、剖面的建筑设计。该宿舍楼建筑面积为4018平方米,共6层,层高为3米,总高20.5米。结构设计部分包括结构方案的确定、结构计算和结构制图。首先进行的是结构方案的确定,结构布置尽可能满足平面及立体上的规整和简单,使各个部分的刚度均匀对称,减少结构产生扭转的可能性。确定了结构方案后进行结构的计算,学习并运用建筑结构设计软件——PKPM建立模型,同时进行上部结构的整体计算。根本计算结果按制图标准绘制结构施工图。43243
毕业论文关键词:宿舍楼,现浇钢筋混混凝土框架结构,结构设计
The Structure Design of Shanghai Jiufu apartment of Xinzhong housing estate
Abstract:The project which has been designed is the structure design of Shanghai Sanzao Industrial Park supporting architectural and structural design of comprehensive office building. The structure of building is cast-in-place reinforced concrete frame system. Roof and floor cast-in-situ type structure. It has 6 floors on the ground.Its height is 21.9 meters. The design mainly includes the structure design. The structural design process mainly concludes three steps: choosing the structural program, structural calculation and structure drawing. First, a suitable program was established. The structural arrangement should make the plane shape and bodily form simple and regulate. So, the stiffness of each part will be uniform and symmetry. In this way, the possibility of distortion will be reduced. Structural calculation involves the following contents: framework, slab, foundation and stairs. One frame was chosen to compute. Then structural design software—PKPM was used to calculate the structure on the ground. The structural drawings were drawn according to the calculated results.
KeyWords:office building;cast-in-place reinforced concrete frame system; structure design;
1. 建筑设计部分
1.1设计依据
[1] 《建筑结构荷载规范》(GB 50009-2001)2006年版;
[2] 《建筑抗震设防分类标准》(GB 50223-2010);
[3] 《建筑抗震设计规范》(GB 50011-2010);
[4] 《混凝土结构设计规范》(GB 50010-2010);
[5] 《建筑结构制图标准》(GB/T50105-2010);
[6] 《建筑地基基础设计规范》(GB 50007-2002);
[7] 《上海市地基基础设计规范》(DGJ08-11-2010);
[8] 《上海市建筑抗震设计规程》(DGJ08-9-2003);
[9] 《建筑桩基技术规范》(JGJ94-2008);
[10]《混凝土结构施工图平面整体表示方法制图规则和构造详图》(11G101-1)
[11]《混凝土结构施工图平面整体表示方法制图规则和构造详图》(11G101-2)
[12]《混凝土结构耐久性设计规范》(GB/T50476-2008)
1.2设计要求
本建筑每个房间带有独立卫生间、阳台;配置床、桌、柜一体的新型宿舍家具以节约空间;每层楼上需布置两个活动室,方便职工娱乐活动;同时节能也是现代社会日益关注额度问题,需设计节能型的宿舍公寓楼。本建筑抗震设防类别为丙类,场地类别为Ⅱ类。地震分组为第一组,抗震设防烈度为7度,基本地震加速度值为0.15g,框架结构抗震等级为3级。
1.3建筑设计
上海莘中小区久福公寓为6层现浇钢筋混凝土框架结构,总建筑面积为4018㎡,总高20.5m,共6层,层高为3m。考虑到实用功能及美观,建筑平面设计为“T”型。楼内共设有两个消防楼梯,为满足职工的住宿及活动需求论文网,每层都设有多间寝室及活动室,同时还设有开水房供职工使用`751[文"论'文]网www.751com.cn。 上海莘中小区久福6层公寓建筑与结构设计+CAD图纸:http://www.751com.cn/gongcheng/lunwen_43986.html