第二章 工程量计算
根据施工段的划分原则，每层分两个施工段，分界线在5号轴线柱右侧。取1~5轴基础层为第1施工段，6~10轴基础层为第2施工段，其它层依次类推。
一、土方工程量
根据土的类别取基坑放坡系数为0.5。
基础尺寸：2.05m×2.05m。
下底： (四周考虑0.3m的工作面)。
上底： 。
采用机械挖土，考虑到基坑开挖尺寸及运输车辆的进出，选择采用条形开挖；不考虑地基梁所需挖土的土方量。
（1）、开挖工程量
第1施工段：
[(3×6+0.15+1.025+0.1+0.3)+(4×6+0.15+1.025+
0.1+0.3)×2+(3.75+1.025+0.1+0.3-1.325)+(6+1.025+0.1+0.3)×2]× ×(2.1-0.45)×(2.65+4.3)=512.74
第2施工段：
[(5×6-0.15+1.025+0.1+0.3)×3]× ×(2.1-0.45)×(2.65+4.3)=538
（2）、填方工程量
a、基础回填：
第1施工段：
512.74-41.51-18×[(1.2-0.45)×0.45×0.45+2.25×2.25×0.1]=459.38
第2施工段：
538-34.59-15×[(1.2-0.45)×0.45×0.45+2.25×2.25×0.1]=493.54
第三章 施工方案····················································
一、施工段划分····················································
二、工期控制······················································
第一章 工程概况
一、建筑、结构概况
建筑设计特点：本工程为某无线电厂生产车间，总体呈矩形分布，建筑物总高16.90m，总长54.30m，总宽21.3m；共四层，首层层高为4.5m，二、三标准层层高均为4.2m，顶层层高4.0m，屋顶为平屋顶。
结构设计特点：本工程采用钢筋混凝土框架结构，框架柱统一截面尺寸为400mm×450mm，梁截面300mm×400mm、300mm×500mm和300mm×600mm等，楼面铺设180mm厚预应力钢筋混凝土空心板。采用柱下独立基础，尺寸均为2050mm×2050mm，阶梯形；基础埋深为2.0m，下设100厚混凝土垫层；采用现浇混凝土板式楼梯；室外设计地坪标高为-0.45m。
第五章 主要技术措施················································
第6章施工总平面图··············································
第七章 施工进度计划表···········································
五、楼梯工程量····················································
六、预制板工程量··················································
七、工程量清单表··················································
土木工程施工课程设计完整版
土木工程施工课程设计
专业：
姓名：
班级：
学号：
导师：
时间：
第一章 工程概况····················································1
一、建筑、结构概况···············································1
二、施工条件概况·················································1
第二章 工程量计算··················································
一、土方工程量····················································
二、基础工程工程量················································
三、柱工程量······················································
四、梁工程量······················································
二、施工条件概况
地形：平坦
土质：亚粘土
雨季：4-6月份
地下水位：最高地下水位位于地面以下2.0m
开工时间： 7月8日
施工工期：275天（根据施工定额）
钢筋：由加工厂加工成型后运至现场。
混凝土：采用Biblioteka 品混凝土，水电由市区供应。交通：厂内可通行车辆
材料：建筑材料齐全，技术力量雄厚，劳动力由公司工程处统一调配。
b、房心回填：
第1施工段：
[（6-0.3）×（7.5-0.3）×7+（6-0.3）×（3.75-0.3）+（6-0.3）×（6-0.3）×2]×0.45=167.4
第2施工段：
（6-0.3）×（7.5-0.3）×10×0.45-0.3×0.4×（6-0.3）
三、施工顺序······················································
四、施工工艺······················································
五、施工方法·····················································
六、施工时间·····················································
七、模板方案·····················································
第四章 机械设备选择················································