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论文字数:5023,页数:23
摘 要
本设计是根据《建筑结构荷载设计规范》(GB50009—2001)、《建筑抗震设计规范》(GB50011—2001)、《建筑地基基础设计规范》(GB50007-2002)、《混凝土结构设计规范》(GB50010—2002)、《建筑结构制图标准》( GB/T 50105-2001),并按毕业设计任务书的要求且基于AutoCAD、天正建筑、PKPM等专业软件完成的。设计内容包括建筑设计、结构设计、施工组织设计三大部分。设计成果主要包括建筑方案的确定、建筑平面设计、建筑立面设计、结构平面布置及选型、框架结构的计算、基础和楼梯的计算、施工进度计划的制定、施工组织设计方案的确定,手工绘制的一榀框架和基础的结构施工图,电脑绘制的建筑施工图、平法结构施工图、基础和楼梯施工详图、施工网络进度计划图、施工组织设计总平面图等。按照结构计算过程及毕业设计文本格式要求编制了结构计算书。设计深度和广度达到了《毕业设计任务书》的要求。本设计建筑功能齐全,结构安全、合理,施工布置及进度安排合理。
关键词:建筑设计,结构设计,施工组织设计,内力计算,配筋计算
ABSTRACT
This design was accomplished according to the "Load code for the design of building structures " (GB50010-2002), " Code for seismic design of building " (GB50101-2001), " Code for design of building foundation " (GB5007-2002) , " Code for design of concrete structures " (GB50009-2002) , “Standard for structural drawings”(GB/T 5105-2001), and in accordance with the requirement of the “book of design task”, and by means of use of the professional design software such as the AutoCAD2004,TC7.0、PKPM2005 etc. The contents of design include the design of architecture, structure and construction schedule. The main results of design contain the architectural program determined, the architectural plane design, the architectural elevation design, the structural layout selection, the artificial calculation of a frame structure and artificial calculation of a foundation and a stairs, the construction schedule formulated, design of constructional arrangement, the structural construction drawings done by hand for a frame and a foundation, the architectural construction drawings and the structural construction drawings and the detail drawings of construction and drawings of network plans of construction and the total plane drawing of constructional organization design by means of computer. the “calculation book” was drawn up according to the calculation process and the requirement of text format . The degree of depth and scope of design met the requirement of the “book of design task”. This building finished possesses completely architectural function, safe and reasonable structure. The scene arrangement and time schedule of construction is reasonable too.
Keywords: architectural design, structural design, Design of construction organization, Calculate of internal force , Calculate of reinforcements
第1章 绪论
1.1 工程名称
岳阳银通房地产开发有限公司综合楼设计。
1.2 工程概况
该商业办公楼为现浇钢筋混凝土框架结构体系,总建筑面积为5631.45 m2,主体六层,第一层为4.2m,其上为3.6m,建筑总高度22.2m,室内外高差为0.45m。
1.3 工程地质情况
地基土由上至下依次为:填土、砂质粘土、砾石组成,各层的分布状况为:
±0.000m~-1.0m为填土
-1.0m~-2.400m为砂质粘土 =250kN/m2
-2.400m以下 为砾石, =300—400kN/m2、
地下水位:地表以下5m,无侵蚀性。
1.4 荷载
基本风压W0=0.30kN/m2;基本雪压S0=0.35kN/m2,场地类别为Ⅱ类,结构正常使用环境类别为二(a),地面粗糙程度为C类,楼面活荷载(楼面、办公室为2.0kN/m2,走廊为2.5kN/m2),上人屋面活载为2.0 kN/m2 。
1.5 抗震设防烈度
抗震设防烈度为6度, 不做抗震计算,按四级抗震构造设防。
1.6 材料强度等级
混凝土等级C30,纵向受力主筋HRB335级,箍筋HPB235级。
1.7参考图集及规范
《结构荷载设计规范》(GB50009—2002)
《混凝土结构设计规范》(GB50010—2002)
《平面整体平法表示法》( 03G101—1)
《抗震结构设计规范》 ( 03G101—1)
98ZJ-中南标2002版