《工程量计算书》word版

《《工程量计算书》word版》由会员上传分享，免费在线阅读，更多相关内容在工程资料-天天文库。

1、题目：某教学楼施工组织设计院系：网络教育学院专业：土木工程姓名：指导教师：谢老师3目录第一章：基础工程·······················（1）.1.1场地平整······················（1）1.2桩基人工挖土····················（1）1.3桩基础工程量·····················（1）第二章：钢筋、混凝土工程··················（2）2.1地梁工程量······················（2）2.2底层柱、梁、楼板工程量········

2、········（5）2.2.1柱·························（5）2.2.2梁·························（6）2.2.3楼板·······················（9）2.3三层柱、梁、楼板工程量················(10）2.3.1柱·························（10）2.3.2梁·························（10）2.3.3楼板························（15）2.4顶层柱、梁、楼板工

3、程量·················（15）2.4.1柱·························（15）2.4.2梁·························（16）2.4.3楼板························（16）第三章：砌体结构工程量···················（17）3.1底层·························（17）3.1.1墙量························（17）3.1.2地面························（

4、17）3.2三层·························（17）3.2.1墙量························（17）3.2.2地面························（18）3.3顶层··························（18）3.3.1墙量························（18）33.3.2屋面························（18）3.4女儿墙························（18）3.4.1墙量·········

5、···············（18）3.4.2抹灰························（18）第四章：脚手架工程量·····················（19）附表：1-5层工程量总计3第一章基础工程1.1场地平整S=(68.04+4)*(21.24+4)=1818.290m21.2桩基人工挖土单桩：（12+0.6+0.2）*1/4*3.14*0.8²=6.431m3共计：1.3*48*6.431=401.294m31.3桩基础工程量J1：共8根1）混凝土工程量：V=3.14D²HN/4=0.7854*

6、0.8*0.8*12.8.*8=51.47m32）钢筋：a.主筋：G=12.8*12*0.888*8*1.02=1113.00Kgb.箍筋：G=8.076*12.8*8*1.02=843.52Kgc.钢筋小计：1113.00+843.52=1956.52KgJ2：共4根1）混凝土工程量：V=3.14D²HN/4=0.7854*0.9*0.9*12.8.*4=32.57m32）钢筋：a.主筋：G=12.8*12*0.888*4*1.02=556.50Kgb.箍筋：G=8.076*12.8*4*1.02=421.76Kgc.

7、钢筋小计：556.50+421.76=978.26KgJ3：共20根1）混凝土工程量：V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*20=128.68m32）钢筋：a.主筋：G=12.8*12.13*0.888*20*1.02=3014.37Kgb.箍筋：G=8.076*12.8*20*1.02=2108.81Kgc.钢筋小计：3014.37+2108.81=5123.18KgJ4：共16根1）混凝土工程量：V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*16=102.94m32

8、）钢筋：a.主筋：G=12.8*13*0.888*16*1.02=2411.50Kgb.箍筋：G=8.076*12.8*16*1.02=1087.04Kgc.钢筋小计：2411.50+1087.04=3498.54Kg桩基工程量总计：桩-混凝土：V=315.66m3桩-钢筋：G=11556.5Kg第二章钢筋混凝土工程