工程量详细计算表工程名称：厂房算量序号定额编码计算表达式件1TB0010现浇砼模板安装、拆除矩形柱m2KZ1:[0.3/1,-0.4/D]1KZ1A:[-0.4/10,-0.3/D]1KZ2A:[1,C]1KZ2:[2,D]1KZ2C:[9,D]1KZ2B:[10,C]1KZ3:[-0.2/2,C]1KZ3A:[9,C]1248KZ5:[6,A]1KZ5A:[8,D]1(1层)柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-0.73[扣梁]=28.34柱模板面积[扣梁、墙]=2*(0.9[截面宽]+0.9[截面高])*7.65[柱高]-0.46[扣梁]=27.08柱模板面积[扣梁、墙]=2*(0.6[截面宽]+1.05[截面高])*7.65[柱高]-1.04[扣梁]=24.205柱模板面积[扣梁、墙]=2*(0.6[截面宽]+1[截面高])*7.65[柱高]-0.9[扣梁]=23.58柱模板面积[扣梁、墙]=2*(0.6[截面宽]+1[截面高])*7.65[柱高]-0.82[扣梁]=23.66柱模板面积[扣梁、墙]=2*(0.6[截面宽]+1.05[截面高])*7.65[柱高]-0.92[扣梁]=24.325柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-1.21[扣梁]=27.86柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-1.1[扣梁]=27.97KZ4:[0.3/1,0.4/A]、[-0.4/10,0.4/A]柱模板面积[扣梁、墙]=2*(0.9[截面宽]+0.9[截面高])*7.65[柱高]-0.46[扣梁]=27.08KZ5:[2,A]、[7,A]、[8,A]、[9,A]柱模板面积[扣梁、墙]=2*(0.6[截面宽]+0.9[截面高])*7.65[柱高]-0.64[扣梁]=22.31KZ5:[3,D]、[4,D]、[5,D]、[6,D]、[7,D]、[3,A]、[4,A]、[5,A]柱模板面积[扣梁、墙]=2*(0.6[截面宽]+0.9[截面高])*7.65[柱高]-0.54[扣梁]=22.41柱模板面积[扣梁、墙]=2*(0.6[截面宽]+0.9[截面高])*7.65[柱高]-0.6[扣梁]=22.35柱模板面积[扣梁、墙]=2*(0.6[截面宽]+1[截面高])*7.65[柱高]-0.72[扣梁]=23.7628.359KZ7:[6,B]1KZ7:[7,B]1KZ7:[8,B]122TB0014现浇砼模板安装、拆除矩形梁m211111111KZ6:[1,B]、[10,B]柱模板面积[扣梁、墙]=2*(0.6[截面宽]+1.05[截面高])*7.65[柱高]-0.74[扣梁]=24.505KZ7:[3,B]、[3,C]、[4,B]、[4,C]、[5,B]、[5,C]、[6,C]、[7,C]、[8,C]柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-0.72[扣梁]=2柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-0.84[扣梁]=28.23柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-0.94[扣梁]=28.13柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-0.88[扣梁]=28.19KZ8:[2,B]、[9,B]柱模板面积[扣梁、墙]=2*(0.9[截面宽]+1[截面高])*7.65[柱高]-0.92[扣梁]=28.15(1层)KL1(9):(0.3/1)～(-0.4/10)│D第1跨梁模...
