本科毕业设计说明书题目：某高校教学楼设计（方案五）院（部）：土木工程学院专业：土木工程班级：土木143姓名：学号：指导教师：夏风敏完成日期：2018年5月26日目录摘要--------------------------------------------------------------------------------------- V 1 建筑设计 ---------------------------------------------------------------------------- - 1 -1.1建筑设计概况 ---------------------------------------------------------------------------------- -1-1.2建筑平面设计 ---------------------------------------------------------------------------------- -1-1.3建筑立面设计 ---------------------------------------------------------------------------------- -2-1.4建筑构造与做法 ------------------------------------------------------------------------------- -3-1.4.1 一层地面做法 ---------------------------------------------------------------------------- - 3 -1.4.2 二~五层楼面做法------------------------------------------------------------------------ - 3 -1.4.3 内、外墙面做法 ------------------------------------------------------------------------- - 4 -1.4.4 台阶、散水及屋面做法 ---------------------------------------------------------------- - 4 -2 结构选型及结构布置 ------------------------------------------------------------- - 5 -2.1材料选择----------------------------------------------------------------------------------------- -5-2.2板、梁、柱截面尺寸估算 ------------------------------------------------------------------- -6-2.2.1 板厚确定 ---------------------------------------------------------------------------------- - 6 -2.2.2 梁尺寸确定 ------------------------------------------------------------------------------- - 6 -2.2.3 柱截面确定 ------------------------------------------------------------------------------- - 6 -2.3结构计算简图 ---------------------------------------------------------------------------------- -8-2.3.1 计算简图的确定 ------------------------------------------------------------------------- - 8 -2.3.2 截面参数计算 ---------------------------------------------------------------------------- - 8 -3 荷载计算 ---------------------------------------------------------------------------- - 9 -3.1构件自重计算 ---------------------------------------------------------------------------------- -9-3.1.1 板 ------------------------------------------------------------------------------------------- - 9 -3.1.2 梁 ----------------------------------------------------------------------------------------- - 10 -3.1.3 墙 ----------------------------------------------------------------------------------------- - 10 -3.1.4 柱 ----------------------------------------------------------------------------------------- - 10 -3.2.1 恒荷载计算 ------------------------------------------------------------------------------- 11 -3.2.2 活荷载计算 ----------------------------------------------------------------------------- - 12 -3.3横向荷载计算 --------------------------------------------------------------------------------- -13-3.3.1 风荷载计算 ----------------------------------------------------------------------------- - 13 -3.3.2 地震作用计算 -------------------------------------------------------------------------- - 15 -4 6轴框架内力计算 -------------------------------------------------------------- - 18 -4.1恒荷载作用下结构内力计算 --------------------------------------------------------------- -18-4.1.1 分层法计算梁端、柱端弯矩 -------------------------------------------------------- - 18 -4.1.2 梁端、柱端剪力计算 ----------------------------------------------------------------- - 28 -4.1.3 柱轴力计算 ----------------------------------------------------------------------------- - 31 -4.2活荷载作用下结构内力计算 --------------------------------------------------------------- -33-4.1.1 分层法计算梁端、柱端弯矩 -------------------------------------------------------- - 33 -4.1.2 梁端剪力计算 -------------------------------------------------------------------------- - 40 -4.1.3柱轴力计算 ------------------------------------------------------------------------------ - 43 -4.3风荷载作用下结构内力计算 --------------------------------------------------------------- -44-4.3.1 反弯点法计算柱端弯矩 -------------------------------------------------------------- - 44 -4.3.2 计算梁端弯矩、剪力及柱轴力 ----------------------------------------------------- - 45 -4.4水平地震作用下结构内力计算 ------------------------------------------------------------ -50-5 ⑥轴框架内力组合 --------------------------------------------------------------- - 55 -5.1梁端弯矩调幅 --------------------------------------------------------------------------------- -55-5.2内力组合---------------------------------------------------------------------------------------- -55-5.2.1 非地震工况下框架梁的内力组合 -------------------------------------------------- - 56 -5.2.2 非地震工况下框架柱的内力组合 -------------------------------------------------- - 61 -5.2.3 地震工况下框架梁的内力组合 ----------------------------------------------------- - 65 -5.2.4 地震工况下框架柱的内力组合 ----------------------------------------------------- - 68 -6 框架截面设计 --------------------------------------------------------------------- - 73 -6.1.1 选取承载力设计值 -------------------------------------------------------------------- - 74 -6.1.2 正截面受弯承载力计算 -------------------------------------------------------------- - 74 -6.1.3 斜截面受剪承载力计算 -------------------------------------------------------------- - 75 -6.2框架柱截面设计 ------------------------------------------------------------------------------ -78-6.2.1 轴压比验算 ----------------------------------------------------------------------------- - 78 -6.2.2 截面尺寸复核 -------------------------------------------------------------------------- - 79 -6.2.3 正截面受弯承载力计算 -------------------------------------------------------------- - 79 -6.2.4 垂直于弯矩作用平面的受压承载力验算 ----------------------------------------- - 80 -6.2.5 斜截面受剪承载力计算 -------------------------------------------------------------- - 81 -6.2.6 裂缝宽度验算 -------------------------------------------------------------------------- - 81 -7 楼板计算 --------------------------------------------------------------------------- - 83 -7.1楼板内力计算 --------------------------------------------------------------------------------- -83-7.2楼板配筋计算 --------------------------------------------------------------------------------- -88-8 基础设计 --------------------------------------------------------------------------- - 91 -8.1设计参数---------------------------------------------------------------------------------------- -91-8.2B、G轴柱下独立基础设计 ----------------------------------------------------------------- -91-8.2.1 地基承载力验算 ----------------------------------------------------------------------- - 92 -8.2.2 基础高度验算 -------------------------------------------------------------------------- - 93 -8.2.3 基础配筋验算 -------------------------------------------------------------------------- - 93 -8.2.4 抗震验算 -------------------------------------------------------------------------------- - 93 -8.3D、E轴柱下独立基础设计 ----------------------------------------------------------------- -95-8.2.1 地基承载力验算 ----------------------------------------------------------------------- - 95 -8.2.2 基础高度验算 -------------------------------------------------------------------------- - 96 -8.2.3 基础配筋验算 -------------------------------------------------------------------------- - 96 -8.2.4 抗震验算 -------------------------------------------------------------------------------- - 96 -9 楼梯设计 --------------------------------------------------------------------------- - 98 -9.1.1 荷载统计 -------------------------------------------------------------------------------- - 98 -9.1.2 截面设计 -------------------------------------------------------------------------------- - 98 -9.2平台板设计------------------------------------------------------------------------------------- -99-9.2.1 荷载统计 -------------------------------------------------------------------------------- - 99 -9.2.2 截面设计 -------------------------------------------------------------------------------- - 99 -9.3平台梁设计----------------------------------------------------------------------------------- -101-9.3.1 荷载统计 ------------------------------------------------------------------------------- - 101 -9.3.2 截面设计 ------------------------------------------------------------------------------- - 101 -9.2.3 裂缝验算 ------------------------------------------------------------------------------- - 102 -9.2.4 挠度验算 ------------------------------------------------------------------------------- - 103 -9.4梯柱设计-------------------------------------------------------------------------------------- -103-谢辞--------------------------------------------------------------------------------- - 105 -参考文献 ---------------------------------------------------------------------------- - 106 -摘要本计算书的主要内容包括了该建筑的建筑设计与结构设计。