八层办公楼毕业设计计算书.docVIP

PAGE 51 摘　要 【摘要】本设计为八层办公楼的设计，建设地点在宁波，6度抗震，占地面积1000m2，建筑面积8000m2，在结构上，由建筑高度与使用要求采用框架结构。 　　本设计的计算内容主要有：荷载计算、横向框架内力分析与组合、框架梁柱、楼盖设计以及基础设计。 　　本设计主要进行了结构方案中横向框架轴框架的抗震设计。在确定框架布局之后，通过软件PKPM进行了各种荷载、作用的计算，分析了结构的内力，是找出最不利的一组或几组内力组合。 选取最安全的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计。完成了平台板，梯段板，平台梁等构件的内力和配筋计算及施工图绘制。学会了pkpm的运用 【关键词】办公楼；框架；结构设计 The design of an eight-story office building Abstract 【ABSTRACT】This project is an office building whose construction site is in Ningbo . The number of stories is eight, earthquake intensity is 6 degrees, plot area is about 1000m2, and floor area is about 8000m2. The contents of calculation in this project mainly are: the internal force and frame caused by vertical dead and live loads. The purpose of the design is to do the anti-seismic design in the longitudinal frames of axis. When the directions of the frames is determined, carried out by software PKPM various loads, the role of calculation and analysis of the structure of the internal force, is to identify the most disadvantaged groups of a group or combination of internal forces. Select the most secure on the results of reinforcement and graphics. The design of the stairs is also be approached by calculating the internal force and reinforcing such components as landing slab, step board and landing girder whose shop drawings are completed in the end. 【KEYWORDS】office building;frame; the design of the structure 目录  TOC \o 1-3 \h \z \u  HYPERLINK \l _Toc262389383 摘　要  PAGEREF _Toc262389383 \h II  HYPERLINK \l _Toc262389384 Abstract  PAGEREF _Toc262389384 \h III  HYPERLINK \l _Toc262389385 目录  PAGEREF _Toc262389385 \h IV  HYPERLINK \l _Toc262389386 1 毕业设计任务书要求  PAGEREF _Toc262389386 \h 1  HYPERLINK \l _Toc262389388 1.1 总体要求  PAGEREF _Toc262389388 \h 1  HYPERLINK \l _Toc262389389 1.2 建筑设计  PAGEREF _Toc262389389 \h 1  HYPERLINK \l _Toc262389390 1.3 结构选型及布置，结构计算，结构施工图设计  PAGEREF _Toc262389390 \h 1  HYPERLINK \l _Toc262389391 1.3.1 结构选型及布置（基础型式确定、柱