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如图6-20~图6-23所示,列式计算框架柱混凝土工程量、现浇混凝土模板工程量(不扣除与梁、板接触面积)。(计算结果保留两位小数)
参考答案:↓
解析:
(1)混凝土工程量:KZ1:0.75×0.7×(12.27+4.53)+0.6×0.55×(19.47-12.27)=11.20(m3)
KZ2:4×[0.75×0.7×(12.27+4.53)+0.6×0.55×(19.47-12.27)]=44.78(m3)
KZ3:44.78m3(算法同KZ2)
(2)混凝土模板:KZ1:2×(0.75+0.7)×(12.27+4.53)+2×(0.6+0.55)×(19.47-12.27)=65.28(m2)
KZ2:4×[2×(0.75+0.7)×(12.27+4.53)+2×(0.6+0.55)×(19.47-12.27)]=261.12(m2)
KZ3:261.12m2(算法同KZ2)