办公楼框架结构 毕业设计论文.docVIP

毕业设计（论文） 公司办公楼 摘 要 本课题为东营市华凌科技办公楼的设计，4层，建筑面积约3000m2，长42m，宽16.8m，高14.95m。采用钢筋混凝土框架结构。首先，根据设计出的建筑方案及所选用的建筑材料及做法，确定结构计算简图，进行荷载和内力计算，绘制了相应的内力图；其次，进行结构内力组合，确定结构控制截面的弯矩、剪力和轴力设计值。最后，根据已经计算出的结构控制截面的内力值，对梁、板、柱、基础等进行配筋计算，并绘制了相应的结构施工图。同时，本文采用PKPM软件进行电算，以保证计算结果的可靠性，并达到同手算结果对比、分析的目的。 关键词：框架结构；内力；配筋；控制截面 ABSTRACT The topic is the design of Hua Ling technology office building in DongYing city, four layers, the area of construction is about 3000m2, the length of the building is 42m, the width is 16.8m and the height is 14.95m. This building is reinforced concrete frame structure. First of all, according to architectural drawing of design, building material and method, determine schematic calculation, thus completing the load and internal forces calculation, drawing a map corresponding to the internal forces; Secondly, proceed the structure internal force combination, determine the structure control sectional bending moment, shearing force and ax force design value. Finally, according to already calculate structure control sectional internal force value, the beam, slab and columns, the foundation being reinforced, and the mapping of the corresponding structure construction plan. At the same time, we used the software PKPM to ensure the reliability of results, and achieve the purpose of analysis, contrast the result which was calculated by hand. Keywords：frame construction; internal force; reinforcement; control section 目 录 TOC \o 1-3 \h \z \u HYPERLINK \l _Toc170009938 前 言 PAGEREF _Toc170009938 \h 1 HYPERLINK \l _Toc170009939 第1章 设计资料 PAGEREF _Toc170009939 \h 2 HYPERLINK \l _Toc170009940 1.1 工程概况 PAGEREF _Toc170009940 \h 2 HYPERLINK \l _Toc170009941 1.2 设计标高 PAGEREF _Toc170009941 \h 2 HYPERLINK \l _Toc170009942 1.3 气象资料 PAGEREF _Toc170009942 \h 2 HYPERLINK \l _Toc170009943 1.4 工程地质资料 PAGEREF _Toc170009943 \h 2 HYPERLINK \l _Toc170009944 1.5 抗震烈度 PAGEREF _Toc170009944 \h 2 HYPERLINK \l _Toc170009945 1.6 墙身做法 PAGEREF _Toc170009945 \h 2 HYPERLINK \l _Toc170009946