办公楼计算书毕业设计.doc

摘 要

　　　本工程是太原市办公楼。为多层钢筋混凝土框架结构。共六层，层高均为3.6米。建筑物总高度为21.6米。

　　　该计算书主要包括:框架结构设计任务书、框架结构设计计算部分（横向水平荷载作用下的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、截面尺寸设计）。设计主体是六层框架结构，选择一榀框架计算，框架结构的计算部分包括：梁板柱尺寸的初步确定、重力荷载标准值的计算。横向框架侧移刚度的计算、水平地震力作用下的内力计算与侧移计算，竖向荷载作用下的框架内力计算，主要包括恒荷载和活荷载作用下的内力计算，内力组合主要是水平地震作用、恒荷载作用、活荷载作用、雪荷载作用、之间的组合，截面设计包括梁的截面设计和柱的截面设计，梁的截面设计包括正截面验算和斜截面验算，柱的截面设计包括轴压比的验算和正截面验算和斜截面验算和结点设计。板的设计采用的是双向板。基础设计包括荷载计算，基础配筋计算。楼梯设计包括梯段设计、平台梁设计、平台板设计、楼梯的配筋计算。

　　　施工部分主要包括施工方法的选择；主要分部工程施工方法及措施；质量保证措施；以及冬季，雨期施工措施。

　　　

　　　

　　　

　　　

　　　

Abstract

　　　　　This is Some side colliery colligate building. It is a multi-layer reinforced concrete frame. It has six stories, the height of the second storey is 4.5 meters, and the height of other stories are all 4 meters. The height of the whole building is 24.5 meters.

　　　　This account book mainly includes:the graduation project project description, the portal frame construction computation part, （under the crosswise horizontal load function portal frame construction endogenic force and the side move under the computation, the vertical load function the portal frame construction endogenic force computation, the section size design）. The design main body is six portal frame constructions, chooses a pin frame computation, the portal frame construction computation part includes: Liang plate column size preliminary determination, gravity load normal value computation. The crosswise frame side moves under the rigidity computation, the horizontal seismic force function endogenic force computation and the side moves the computation under the function the side to move the checking calculation, under the vertical load function frame endogenic force computation, mainly includes under the permanent load and the live load function endogenic force computation, the endogenic force combination mainly is between the horizontal earthquake function, the permanent load function, the live load function, the section design including Liang's section design and the column section design, Liang's section design including the right section checking calculation and the oblique section checking calculation, the column section design presses the ratio including the axis the checking calculation and the right section checking calculation and the oblique section checking calculation and the point design. The board design uses is the bidirectional board. The foundation design including the load computation, the foundation matches the muscle computation. The staircase design including the carriage design, platform Liang designs, the even platen design, the staircase matches the muscle computation.

　　　　Construction part includes the major branch project method and measure and option of construction mainly , quality guarantee measure, as well as the winter construction measure of rainy season.

目  录

摘要

结 构 设 计 部 分

一 工程概况 ……………………………………………………………………………

二 楼盖设计 ……………………………………………………………………………

三 地震作用内力计算 …………………………………………………………………

（一）重力荷载代表值计算……………………………………………………………

（二）水平地震作用计算………………………………………………………………

（三）一榀框架内力计算………………………………………………………………

四 恒荷载内力计算 ……………………………………………………………………

（一）恒荷载计算………………………………………………………………………

（二）恒荷载作用下内力计算…………………………………………………………

五 活荷载内力计算（屋面布活荷载） ………………………………………………

（一）活荷载计算………………………………………………………………………

（二）活荷载作用下内力计算…………………………………………………………

六 内力组合 ……………………………………………………………………………

（一）梁内力组合………………………………………………………………………

（二）柱内力组合………………………………………………………………………

七 截面设计 ……………………………………………………………………………

（一）梁截面设计………………………………………………………………………

（二）柱截面设计………………………………………………………………………

八 楼梯设计 ……………………………………………………………………………

九 基础设计 ……………………………………………………………………………