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时间:2020-02-27
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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、楼板工程量·····
3、············(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························(17)3.2三层··
4、·······················(17)3.2.1墙量························(17)3.2.2地面························(18)3.3顶层··························(18)3.3.1墙量························(18)3.3.2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*0.8*0.8*12.8.*8=51
6、.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.钢筋小计:556.50+421.76=97
7、8.26KgJ3: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)钢筋:a.主筋:G=12.8*13*0.888
8、*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2.1
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