分享
构造柱 (2).xls
下载文档

ID:3087083

大小:37KB

页数:6页

格式:XLS

时间:2024-01-19

收藏 分享赚钱
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,汇文网负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。
网站客服:3074922707
构造柱 2 构造
工工程程名名称称:中中冶冶.兴兴港港华华府府二二期期13#13#楼楼清清单单工工程程量量(二二17+117+1层层)构构造造柱柱序号构件名称图元位置工程量计算式1 1GZ1体体积积 =4.92m34.92m3L轴+600/2线(0.2*0.2*3+(0.06/2*0.2*3*2)*4=0.624m30.624L轴+600/5线(0.2*0.2*3+(0.06/2*0.2*3*2)*4=0.624m30.624E轴/1线(0.2*0.2*3+(0.06/2*0.2*3*1)*4=0.552m30.552E轴/4线(0.2*0.2*3+(0.06/2*0.2*3*3)*4=0.696m40.696E轴/6线+300(0.2*0.2*3+(0.06/2*0.2*3*2)*4=0.624m30.624D轴-2100/4线(0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m30.624D轴-2100/6线+900(0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m30.624A轴-600/6线(0.2*0.2*3+(0.06/2*0.2*3*1)*4=0.552m30.552B轴+3300/9线(0.2*0.2*3+(0.06/2*0.2*3*2))*4=0.624m30.6242 2GZa体体积积 =3.11m33.11m3L轴+625/3线+840(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024L轴+625/4线-760(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线-840(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线+400(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024E轴/3线-400(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592E轴/3线+100(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024E轴/7线+1400(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024C轴+1560/4线-25(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024A轴-625/7线+740(0.12*0.15*3+(0.06/2*0.12*3*2)*4=3024m30.3024 第第 1 1 页页 共共 6 6 页页 工工程程名名称称:中中冶冶.兴兴港港华华府府二二期期13#13#楼楼清清单单工工程程量量A轴-625/7线-840(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592A轴-625/9线-640(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.25923 3GZb体体积积 =4.446m34.446m3L轴/3线+875(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486L轴/4线+775(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486L轴/7线-925(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486L轴/7线+425(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486F轴/3线-325(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486F轴/3线+925(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486F轴/7线-1325(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486C轴+1575/5线(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3)*4=0.486m30.486A轴/9线-625(0.15*0.2*3+(0.06/2*0.15*3+0.06/2*0.2*3*2)*4=0.558m30.558小计体体积积=13.1m3=13.1m3 第第 2 2 页页 共共 6 6 页页 工工程程名名称称:中中冶冶.兴兴港港华华府府二二期期13#13#楼楼清清单单工工程程量量 第第 3 3 页页 共共 6 6 页页女女儿儿墙墙构构造造柱柱序号构件名称工程量计算式1 1GZa体体积积 =1.685m3=1.685m3L轴+625/3线+840(0.12*0.15*3+(0.06/2*0.12*3*2)*4=0.3024m30.3024L轴+625/4线-760(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线-840(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592L轴+625/7线+400(0.12*0.15*3+(0.06/2*0.12*3*2)*4=0.3024m30.3024C轴+1560/4线-25(0.12*0.15*3+(0.06/2*0.12*3*2)*4=0.3024m30.3024A轴-625/7线+740(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.2592A轴-625/7线-840(0.12*0.15*3+(0.06/2*0.12*3)*4=0.2592m30.25922 2GZb体体积积 =4.032m3=4.032m3L轴/3线+875(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504L轴/4线+775(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504L轴/7线-925(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504L轴/7线+425(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504C轴+1575/5线(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504A轴/7线+760(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504A轴/7线-840(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.504A轴/9线-625(0.15*0.2*3+(0.06/2*0.2*3*2)*4=0.504m30.5043 3GZ4体体积积 =2.363m32.363m3L轴+600/2线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*4=0.173m30.1728K轴+600/17线(0.24*0.24*0.6+(0.06/2*0.24*0.6)*2=0.078m30.07776H轴/1线(0.24*0.24*0.6+(0.06/2*0.24*0.6*3)*4=0.19m30.19008H轴/2线+1000(0.24*0.24*0.6+(0.06/2*0.24*0.6*4)*4=0.207m30.20736E轴/1线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*4=0.173m30.713E轴/2线+1000(0.24*0.24*0.6+(0.06/2*0.24*0.6*3)*4=0.19m30.19E轴/5线-600(0.24*0.24*0.6+(0.06/2*0.24*0.6*4)*4=0.207m30.207D轴/4线+2000(0.24*0.24*0.6+(0.06/2*0.24*0.6)*4=0.156m30.15552D轴-2100/4线(0.24*0.24*0.6+(0.06/2*0.24*0.6*3)*4=0.19m30.19B轴+2850/7线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*4=0.173m30.173B轴+2850/9线(0.24*0.24*0.6+(0.06/2*0.24*0.6*2)*2=0.086m30.0864序序号号构构件件名名称称工程量计算式4 4GZ4体体积积 =3m33m3L轴+600/2线+2400(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259L轴+600/5线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259L轴+600/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259L轴+600/8线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259H轴+2700/2线+2400(0.24*0.24*0.9+(0.06/2*0.24*0.9*3)*4=0.285m30.28512H轴/2线+2400(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259D轴/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259D轴/9线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*2=0.130m30.1296D轴-3300/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259B轴/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259A轴-600/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259A轴-600/7线(0.24*0.24*0.9+(0.06/2*0.24*0.9*2)*4=0.259m30.259小小计计体体积积=11.343m3=11.343m33 3GZ4

此文档下载收益归作者所有

下载文档
你可能关注的文档
收起
展开