工程量计算表

1.1工程量计算表：序号项目名称计算部位计算规则及公式单位工程量1建筑面积一层26-31轴一层 26-31轴 S=(6.5+0.12)(7.8+0.12)+(8.1+0.12)(6.3+0.12)105.232六层全部 S=(0.6+0.3+1.8+3+2.2+2.6+2+3+3.3+1.2+0.12)(0.24+0.8+0.4+2.3+1.8+0.6+1.4+3.1) -（3-0.24)（1.2-0.24）0.52-(0.8-0.24) （0.6-0.24）-（1.2-0.12）5.9+0.62.64+（2.1+0.24+1.6）0.840.5+1.09）（1.63+0.77+0.240.770.5+（1.09+0.24+1.63）0.770.5+（4.2+0.24）1.80.52+1.2（3.6+0.24）505.4243七层D-21-31 右上侧S=（10.4+0.24）（8.1+0.12+0.6)+（2.1+0.24+1.6）0.840.5+（1.63+0.77+0.24+1.09）0.770.5+（1.09+0.24+1.63）0.770.5+（4.2+0.24）1.80.5-3.5（4.2-0.9）90.9624机械挖土 26-31轴总挖土方室外地坪以下V=a*b*h=(5.7+1.325)（3.1+5.9+2.87+2.83+1.47+ 0.75）2.4+（5.8+2.9+0.575）（3.9+5.1+2.87+1.63+2.67）2.4m346.3394人工挖地坑26-31轴总挖土方室外地坪以下V=a*b*h=(2.8+2.9+0.575+0.75）（3.1+5.9+2.87+2.83+1.47+0.75）2.4+（5.8+2.9+0.575）+（3.9+5.1+2.87+1.63+2.67）0.2m28.8625机械夯填土填土26-31轴总挖土方室外地坪以下基槽（坑）挖土体积-设计室外地坪下建筑物被埋部分体积=346.399+28.862-17.242-26.834-3.456 m327.7296房心回填土室外地坪一下（室内回填土）26-31轴S=（A+4）（B+4）=S底+2L外+16=137.079+（8.1+6.3+1.2+2.4+4.1+0.24+7.8+0.24）2+16m213.839 基础垫层7 独 立 基 础 垫 层26轴V=(2.62.6) 0.1m0.67626轴V=(22) 0.12=0.8 m3m0.826轴 (2.12.1) 0.1=0.441 m3m0.44130轴V=(2.62.6) 0.1=0.676 m3m0.67630轴V=2(0.1+0.665+1.63+0.665+0.1) 0.1m0.63230轴V=(0.875+0.025+0.9+0.2)(0.1+0.76+0.575+0.865+0.1) 0.1m0.4828轴 V=2.2(0.1+1.085+1.7+1.015+0.1) 0.1m0.8829轴V=3.52.80.1m0.9827轴V=(0.99+2.8) (1.11+1.49) 0.1m0.985D轴V=(1.135+2.565) (1.15+0.95) 0.1m0.777 8 条形 基础 垫层 29轴-D轴V=(2.4+2.535+1.29+1.335-2.4) (1.410.6+0.480.98+0.086+0.360.15) m7.51830轴-31轴-26轴V=(0.95+0.95+1.2+1.2+1.4+2.7-1.96-0.6+2.87-0.665-1.9) (1.1250.6+0.360.98)+0.086+0.240.15)m7.09126轴-30轴V=(2.3+1.2+0.6-0.925-1.9-1.2+4.8+3-3.9-0.935+1.2+0.6-1.59) (0.80.4+0.120.06+0.360.86+0.240.15)=m2.397 砌筑工程 墙体工程量=（）H-门窗洞口面积）h9 外 墙 砌 筑 工 程 一层2631轴=（1.8-0.24+4.1-0.24+0.6+0.24+2.4-0.24+0.6-0.24+6.3-0.24+0.482+0.632）0.243.3-(0.9+0.5) 0.240.24m13.811六层全部（4.5+（1.2+0.24）4+（3-0.24）2+2-0.24+（0.8+0.24）2+2.6-0.24+2.2-0.24+1.8+0.6+0.24+4.1+2.4+0.24+0.6+4.5-1.63+3.9-1.63+4.2+6.2+4.2+1.2+3.6+0.6952+1.4）0.24（3-0.15）-(1.81.5+2.72.72+1.51.53+0.91.54+1.52.4+1.62.12+1.51.25+0.521.5+1.50.24+1.21.5-(1.85+0.5+2.7+0.5）2+（1.5+0.5）3+（0.9+0.3）4+1.5+0.5+（1.6+0.5）2+（1.2+0.5）5+2+1.2+0.5) 0.240.24 m54.348七层 D-21-31 右上侧（2-0.12+0.6+2.6+3.5+0.24+5.2+3.5+1.8+3-0.24+3.5-0.24+0.62+2.4-0.240.24(3-0.15）- (1.52.4+2.41.5+0.91.52+2.11.5)0.24- (1.5+0.52+2.4+0.5+0.9+2+2.1+0.5+0.9+0.5)0.240.24 m15.87710 内 墙 砌 筑 工 程条形基础采用C20烧结粘土砖 M10水泥砂浆眠砌V=0.36(0.62+0.36)+40.0630.125.16+0.090.245.16+0.42(0.62+0.36)+40.0630.12+0.090.246.145+0.36(0.36+0.74)+30.0620.12+0.090.243.25+0.240.75(5.16+6.145+3.25)m9.688一层2631轴V=3+1.8+3-0.12+（0.6+3.5+2.4-0.24）2+6.3-0.240.24（2.7-0.15） m16.071六层全部3.5+1.8-0.24+3.5+2.3+2.2+5.9-0.8+5.9-0.8+2.6-0.24+2+2.3+2.3+5.9-0.24+3.6+1.8+0.24+2.3+6.7+4.5+4.5-0.36+4.5+5.25+6.90.5（1.2+0.12+1.3+0.24+-0.18+1.8-0.24+2.4-0.24+2+2.18+1.98）0.12（3-0.15）-(0.82.15+0.92.14+1.42.12+12.12)0.24-（0.8+0.5）5+（0.9+0.5）4+（1.4+0.5）2+（1+0.5）20.240.24m96.884七层 D-21-31 右上侧（2-0.24+4.9-0.24+2.6+0.12+2.4+1.8+3.5+1.8+2.3）0.24（3-0.15）+（1.8+1.3+1.2+1.1）0.12（3-0.15）-0.82.10.243+0.92.10.243-(0.8+0.5)3+(0.9+0.5)30.240.24m13.133序号项目名称计算部位计算规则及公式单位工程量1地面垫层混凝土量26-31轴房心净面积乘以垫层厚度=(4.8-0.24)(6.5-0.24)+(3-0.24)(6.5-0.24)+0.6(2.4-0.24)+(4.2-0.24)(6.3-0.24)+(3.9-0.24) (6.3-0.24)0.06=5.598 m3m5.5982基础的混凝土量26-31轴m26.8343J-126轴(2.42.4)0.3+(1.41.4)0.4 m32.5124J-226轴(1.81.8)0.3+(0.90.9)0.4m31.2975J-326轴(1.91.9)0.3+(11)0.4m31.4836J-530轴(2.42.4)0.3+(1.31.3)0.4m32.4057J-630轴1.8(0.665+1.63+0.665)0.3 +0.8(0.265+0.3+1.305+0.30.265)0.4m32.3778J-730轴1.82.20.3+0.40.91.55+0.250.3(1.9-0.75)m31.8339J-8A轴23.80.3+1.12.9050.4+0.30.45(1.9-0.75)m33.55810J-1029轴3.32.60.3+1.81.60.4=3.726 m3m33.72611J-1129轴3.592.40.3+2.951.50.4m34.45912J-15 D轴3.51.90.3+2.71.10.4m33.184 柱混凝土工程量 柱混凝土工程量=图示梁截面面积梁净长13柱砼的工程量一层26-31轴0.30.3104.6m4.1414KZ929轴0.40.424.6m1.47215KZ1727轴0.350.354.6m0.56416KZ1027轴0.250.324.6m0.6917KZ1128轴0.30.454.6m0.62118KZ8D轴0.240.244.6m0.26519六层柱砼的工程量0.240.24532m1.728200.250.251132m4.125210.240.45332m1.944220.250.3232m0.923GZ1(0.2450.240.5+0.210.240.5)322m0.655024GZ20.380.240.523m0.27425GZ3（0.140.240.5)322m0.20226GZa0.240.24+(0.2550.24+0.290.24)0.532m0.4527GZb0.290.2434+(0.2550.24+0.290.24)0.532m1.22828七层 D-21-31 右上侧柱砼的工程量0.240.2473m1.210290.250.2523m0.375300.120.123m0.136 梁混凝土工程量31KL2826-27轴（3-0.24）0.243m0.19932KL2729-30轴（1.8+1.2）0.240.6m0.39733LL529-30轴0.50.240.42m0.05834KL526轴1.920.30.7m0.40335KL2426-27轴3.240.30.8m0.77836LL2727-29轴2.040.120.5m0.12237KL427轴-F-K（1.4+2.1+6-0.24）0.30.8m0.92638KL1726-30轴（1.8+0.5+0.7+2.1-0.48）0.350.9m1.45539KL3D-F2.40.30.6m0.43240KL929-30轴1.10.120.5m0.06641LL2327-1/29轴2.340.240.5m0.28142LL8D-F轴2.640.240.5m0.31743KL1425-30轴（4200-240+3900-1630-120）0.240.6m0.88044KL61/29轴1.560.250.7m0.27345LL328-31轴0.80.240.65m0.57646KL1728-30轴4.020.240.7m0.285447KL1525-28轴3.960.240.3m0.675 六层梁混凝土工程量48KL4926-27轴/5-6轴3.480.240.42m0.66849KL8024-27轴/6-8轴(2.2+3+0.24)0.250.32m2.72450KL8526-27轴/5-6Z后2.760.240.32m0.39851KL794-7轴/25-28轴4.320.240.32m0.62252KL67A-C轴1.560.240.42m0.3053KL654轴1.560.240.42m0.3054KL714-7轴/25-28轴3.960.240.42m0.7655LL4027-29轴/3-5轴2.040.120.52m0.24456KL35D-F轴1.420.120.52m0.17057LL31D-F轴2.640.150.52m0.39658KL4527-2/29轴1/2-4轴2.220.120.52m0.26659KL64C-D轴0.950.240.42m0.36460KL5119-20轴3.120.240.42m0.60061LL5917-1/17轴1.420.120.52m0.17062KL8317-19轴2.220.2+0.52m0.44463KL8419-20轴2.760.240.32m0.39864KL8024-26轴2.680.250.32m0.40265LL551/E-F轴2.780.150.52m0.41866KL681/E-F轴1.920.120.32m0.13867LL561/E-1/C轴2.480.150.52m0.37268KL7818-21轴4.320.240.32m0.62269LL5716-18轴3.720.20.52m0.74470KL6918-21轴1.560.240.42m0.3071KL7210-11轴3.960.240.42m0.7672LL3521-23轴3.360.240.22m0.32273LL3423-25轴3.360.240.22m0.322 六层梁混凝土工程量 26-31轴74KL2826-27轴（3-0.24）0.243m0.19975KL2729-30轴（1.8+1.2）0.240.6m0.39776LL5J-K轴0.50.240.42m0.05877KL5G-K轴1.920.30.7m0.40378KL2426-27轴3.240.30.8m0.77879LL2727-29轴2.040.120.5m0.12280KL4F-K轴（1.4+2.1+6-0.24）0.30.8m0.92681KL1726-30轴（1.8+0.5+0.7+2.1-0.48）0.350.9m1.45582KL3D-F轴2.40.30.6m0.43283KL9D-1/E1.10.120.5m0.06684LL2328-2/29轴2.340.240.5m0.28185LL8D-F轴2.640.240.5m0.31786LL1828-30轴4.140.240.7m0.69687KL1425-30轴（4200-240+3900-1630-120）0.240.6m0.88088KL6A-C轴1.560.250.7m0.27389LL32/29-31轴0.80.240.65m0.57690KL1728-30轴4.020.240.7m0.67591KL1525-28轴3.960.240.3m0.285 屋面梁混凝土工程量七 层 D-21-31 右下侧92LL9821-23轴6.440.20.3m0.38693LL7121-23轴1.220.120.154m0.08894LL70C-1/C轴3.150.036m0.11395LL8924-250.540.120.36m0.01296LL6825-28轴2.8250.120.32m0.20497LL6725-28轴1.20.120.3m0.04398LL6925-28轴7.9970.120.3m0.10299LL8725-28轴6.1040.06m0.259100KL9125-28轴6.1040.20.3m0.259101LL6328-306.1040.20.3m0.259102KL8828-2/29轴1.3750.120.3m0.062 基础圈梁混凝土工程量103DQL26-31轴V=SH =(3+1.8+0.7+2.3+0.8+1+4.7+2.87+1.63+1.8+3.9+1.63+1.2+3.6+3.6+4.8+0.6+4.2+6.52+2.87) 0.240.24m3.456 阳台栏梁混凝土工程量104YTLL全部V=(4.2+0.24) 5(0.20.06+ 0.060.1+0.180.4)+(3+0.24)(0.20.06+0.060.1+0.180.4)m3.520 现浇楼板混凝土工程量 V=SH105LB一层26-31轴(6+2.04)(4.1+3.8+3.1+1.8+0.36)+0.722.64+(2.87+1.19)10.50.15-(4.2-0.24) (0.180.4+0.060.1+0.120.1) 2m15.748106LB六层全部10.6422.22-0.82.36+1.24.27+3.70.60.5+0.723.54+1.84.442+1.23.48-（5100-240）（2600-240）22m66.912107LB 七层 D-21-31 右上侧 板混凝土工程量（5.16.2+4.26.3+3.94.5）0.15-（0.59+0.59）2.281+(0.59+0.59）0.70.50.152m10.414108现浇构件12基础26-31轴t0.880109现浇构件钢筋6基础26-31轴t0.052110现浇构件钢筋12一层26-31轴t0.078111现浇构件钢筋14一层26-31轴t0.076112现浇构件钢筋16一层26-31轴t1.145113现浇构件钢筋18一层26-31轴t0.167114现浇构件钢筋20一层26-31轴t0.263115现浇构件钢筋6一层26-31轴t0.387116现浇构件钢筋8一层26-31轴t1.145117现浇构件钢筋10一层26-31轴t0.388118现浇构件钢筋12六层全部t0.070119现浇构件钢筋14六层全部t0.359120现浇构件钢筋16六层全部t0.905121现浇构件钢筋6六层全部t0.188122现浇构件钢筋8六层全部t4.776123现浇构件钢筋10六层全部t0.73124现浇构件钢筋12七层 D-21-31 右上侧t0.161125现浇构件钢筋14七层 D-21-31 右上侧t0.121126现浇构件钢筋16七层 D-21-31 右上侧t0.262127现浇构件钢筋6七层 D-21-31 右上侧t1.048128门窗工程量一层26-31轴六层全部七层 D-21-31 右上侧门窗工程量=图示面积数量129M27272.72.7429.16130C09150.91.51314.85131TC-1 （2.43+23）226.4132ZC 0.81.55212133C1524 1.52. 427.21134C1515 1.51.5715.75135C1815 1.81.525.4136C21152.41.53.6137C18101.811.52.715138M0921 0.92.11222.68139M1421 1.42.1411.76140M1621 1.62.1413.44141M2724 2.72.4425.92142FM乙102112.148.4 防水、保温工程 设计总长度总宽度坡度系数+弯起部分（无规定时，伸缩缝、女儿墙的弯起部分按250mm计算，天窗按500mm计算）防水工程S= (38.7+4.810.4+0.62.4)1.06+2.127.8+5.567.26+3.767.26+0.483.16+3.967.06 +4.667.06+3.766.764+4.563.762+4.363.722+3.367.762+4.564.562 m2372.767地面防潮层一层26-31轴S=（4.8+3+1.2）(4.1+5.27+2.83+0.84）+0.62.64m2104.861保温工程一层26-31轴六层全部七层 D-21-31 右上侧V=按设计图示面积乘以平均厚度以立方米计算=(1.19+2.3+4.2+10.4+8.4+11.6+6.5+4.09+3.6+3.95+2.095+10.55+10.8+10.1+13.1+7.6+10.55+2.19+6.5+2.9)3-1.52.42-0.91.58-1.51.82-2.72.44-1.51.56-2.21.52-0.81.58 30.03+8.1+5.1+3+3.95+5.1+10.55+1.89-1.811.5-2.11.52-0.91.5230.03 m3 9.758 构筑物及其它工程散水S=(L外+4散水宽度-台阶、花坛等所占面积的长度) 散水宽度=(4.2+3.9+6.3+2.4+3.5+0.6+1.2+1.8+6+41.86) (0.6+1.5-0.24)m269.452 楼地面工程 一层26-31轴 六层全部 七层 D-21-31 右上侧水泥砂浆楼面S=（3.50.3+1.631.09+2.72 0.385+3.260.06+2.760.96+1.60.24+2.062.76+2.760.96+1.60.24+2.062.76+2.283.5+2.42.12+0.663.86+0.660.24+1.415.8+0.96.46+4.53.9+5.233.96+3.964.26+2.70.24+3.961.56+4.063.36+1.880.66）2+7.264.723+3.961.56+0.90.24+1.631.09+2.720.385+4.263.66+3.964.26+0.90.24+5.4+3.960.75+2.41.4+2.733.26+3.262.76+5m2435.9水泥砂浆地面S=4.566.26+2.766.26+0.62.16+3.966.06+3.666.06 m2 93.293234踢脚线一层26-31轴六层全部七层 D-21-31 右上侧踢脚线工程量=踢脚线净长高度（3.5-0.24+2.55-0.12+7.76+0.995+0.3352+6.23+5.662+4.705+3.962+3.36+4.06+2.28+10.8+3.5+2.32+10.81+1.162+11.54+3.96+6.04+9.24+3.062+4.842+3.66+16.6+0.76）0.15 23.255235外墙抹灰工程量=主墙间净长墙面高-门窗等面积+垛侧面抹灰面积7.92+9.1+6.54+8.22）3+252.405+72.87381.348236内墙抹灰一层26-31轴六层全部七层 D-21-31 右上侧S=(1.05+1.27+1.775-0.12+3.5-0.24+2.1-0.12+2.74+7-1.63+3.9-1.63+0.995+5.32+3.74+2.04-0.8+4.6+3-0.24+6.7+6.6+3-0.24+4.74+4.2-0.24+6.8-0.24+3.24+7.4+3.6-0.24+9.4+0.9)(3-0.15)2-(1.21.5+1.5)2-0.81.55-1.52.42-1.51.82-2.72.44-1.51.56+(4.5-0.24+4.2-0.24+5.32+3.9-0.24+4.5-0.24+2.55+0.24+2.4+0.24+2.55+0.24+3.5-0.24+3-0.24+3.5-0.247+5.1)(3-0.15)-1.811.5-0.92.13-2.11.5-0.82.12-2.11.5+(6.9-0.24)4+(7.8-0.48)22+0.62+(6.3-0.24)4+(8.1-0.48)2(3-0.15)-2.72.74-0.91.5m2802.467 顶棚工程238一般抹灰屋顶 D-21-31 右上侧S=(2.410.07+2.413.57+3.611.55+0.773.5) 1.06107.072 239木门表面涂油漆S=20.16+30.02 54.18240栏杆扶手(3.209+0.12)14+(4.2+1.682)5+(3-0.24)4m95.444241模版 工程量=构建的表面积242基础模板26-31轴工程量=构建的表面积76.811243J-126轴2.60.4+2.41.2+1.41.66.16244J-226轴(20.4+1.81.2+0.91.6)28.8245J-326轴2.10.4+1.91.2+1.64.72246J-530轴2.60.4+2.41.2+1.31.66247J-630轴5.160.2+4.760.6+3.2350.86.476248J-730轴4.60.2+4.20.6+2.450.85.4249J-8A轴6.20.2+5.80.6+3.0050.87.124250J-1029轴6.30.2+5.90.6+3.40.87.52251J-1129轴6.390.2+5.990.6+4.50.88.47252J128-29-D轴5.161.26.192253J326-30-31轴6.1451.27.347254J4D轴3.250.82.6255柱模板一层26-31轴工程量=截面周长层高数量258.629256KZ4一层26-31轴（0.3+0.3）104.627.6257KZ929轴（0.4+0.4）24.67.36258KZ1727轴（0.35+0.35）4.63.22259KZ1027轴（0.25+0.3）24.65.06260KZ1128轴（0.3+0.45）4.63.45261KZ8D轴（0.24+0.24）4.62.208262六层柱模板263(0.24+0.24)53214.4264(0.25+0.25)113233265(0.24+0.45)33212.42267(0.25+0.3)2326.6268GZ1(0.24+0.095+0.145)44323.04269GZ2(0.095+0.24+0.24+0.4+0.195)231.17270GZ3(0.095+0.24+0.24+0.4+0.195)231.17271GZa(0.1+0.24+0.14+0.28+0.24)236272GZb(0.175+0.24+0.55)23211.58 七层 D-21-31 右上侧 柱模板 273（0.24+0.24）7310.08274（0.25+0.25）2332750.120.1230.136276梁模版工程量=（梁高-板厚）净跨长2+梁宽净长 一层粱模板 26-31轴277KL2926-30轴7.0820.6+7.080.24m210.195278KL2826-27轴2.760.32+2.760.24m22.318279KL2729-30轴2.7620.6+2.760.24m23.974280LL5J-K轴1.21.2+0.60.242m21.728281KL2426-27轴2.7620.6+2.760.25m24.002282KL5G-K轴1.5620.7+1.560.3m22.652283KL4F-K轴3.8620.7+3.860.3m26.562284KL1726-30轴7.0820.9+7.080.35m215.222285LL8D-F轴2.6420.5+2.640.24m23.274286KL19D-1/E轴1.220.8+1.20.3m22.28287LL211/2-4轴3.4820.5+3.480.24m24.315288LL1828-30轴4.0220.7+4.020.24m26.593289KL1425-30轴7.6220.6+7.620.24m210.973290KL1625-28轴3.960.32+3.960.24m23.168291KL1728-30轴3.6620.7+3.660.24m26.002292LL62/29-30轴1.40620.7+1.4060.24m22.306293LL42/29-30轴2.2820.6+2.280.24m23.529294LL2A-1/C轴1.41420.65+1.4140.245m210.181295LL14(A)A-1/C轴0.390.62+0.390.24m20.562 七层粱模板296LL602-3轴2.760.6+2.760.242m24.636297LL403-5轴2.041.122m24.57298LL31D-F轴2.641.152m26.072299KL33D-1/E轴2.20.5+1.10.122m22.464300KL441/2-4轴4.20.5+2.10.122m24.704301KL64C-D轴4.50.242m29.36302KL742-4轴3.90.7+3.90.242m24.332303KL495-6轴2.761.042m25.74304KL805-8轴5.440.852m29.248305KL855-6轴2.760.842m24.636306KL762/2-7轴3.960.842m26.652307LL347-9轴6.440.642m28.244308KL66A-C21.561.042m26.49309KL7211-14轴3.961.042m28.236310KL5012-13轴31.042m26.24311KL8112-13轴2.760.842m24.636312LL582/14-15轴1.31.122m22.912313LL551/F-E轴2.541.152m25.842314KL821/14-15轴2.221.22m25.328315KL68E-F轴1.420.722m22.044316LL56E-1/C轴2.481.152m25.704317KL7711-14轴5.960.862m210.012318KL7211-14轴3.961.042m28.236 屋顶粱模板 七层 D-21-31 右上侧319LL6122-24轴420.72m21.444320LL721/E-2/F轴2.70.72m21.944321LL11322-24轴2.840.8m22.272322LL10722-24轴2.840.8m22.272323KLa25-26轴2.760.51m21.408324KLwF-2/F轴21.040.48m20.998325LL4027-29轴2.041.12m22.285326LL11727-30轴2.4860.72m23.366327KL8629-30轴2.4860.72m23.366328LL11629-30轴3.240.8m22.592329LL108D-F轴1.870.724m21.418330LL104D-F轴0.32+0.12m20.72331KL87F-2/F轴2.640.72m21.901332LL64D-F轴1.340.72m20.965333KL10828-1/29轴1.61.12m21.172334KL10928-1/29轴4.0770.72m22.935335KL7924-30轴10.30.84m28.652 过粱模板336M272743.440.24+2.70.24m23.720337C09151.660.24+1.40.242+0.90.24m20.549338TC-11.820.24+1.20.24m20.69633930.24+0.50.24m20.60340ZC2.10.242+0.80.24m20.816341M09212.30.242+1.40.245+0.90.245m22.896342M08212.10.243.30.2422.124343M16213.70.24+1.60.24 0.888345M27245.90.24+0.80.24m21.416346C24152.90.24+0.90.24m21.272347C21152.60.242+2.10.24m21.752348C18102.310.24+1.810.24m20.988281349板模板 一层26-31轴S=8.3413.06+0.62.64+2.820.42-1.30.310-0.250.6-0.240.24-0.30.9-0.40.8-0.350.35-2.760.242-1.560.24-3.120.24-1.920.12-3.860.3-7.320.35-2.40.3-1.10.24-2.10.24-4.020.24-7.650.24-6.60.24-8.10.2494.192350六层全部2(22.340.64+0.64.5+3.50.3+0.61.64+1.84.44+0.66.44+1.84.44+1.83.6+2.120.15+2.820.15-2.36-4.662.36-5.964.26-0.9622-1.930.24-2.640.15-1.340.12-2.10.12-2.040.12-4.740.24-3.660.24-0.481.56-3.960.24-12.140.24-2.760.24-2.760.24-5.680.25-6.440.24-2.760.24-2.760.24-1.5+40.12-0.42-3.140.15-1.80.12-2.240.12-4.20.24-3.960.24)2425.124351七层 D-21-31 右上侧15.1410.64+6.21.2+4.21.92+1.951.2+3.120.15+2.820.15+0.62.64+3.450.6-2.360.8-0.240.249-5.20.2-2.760.24-2.760.24-1.192.040.24-0.12-10.60.24-2.10.12-1.10.12174.99脚手架及安全网框柱：按图标结构外围周长另加3.6m乘以设计柱高以平方米计算外墙：自设计室外地坪至楼板底之间的高度内墙：设计室内地坪至顶板下表面的高度梁：按楼板上表面至楼板底之间的高度乘以梁净长，有梁板下的非框架梁不计算脚手架，外墙上的梁不计算脚手架352里脚手架一层26-31轴六层全部七层 D-21-31 右上侧4.84.879+4.74.872+54.87+5.24.872+4.564.87+5.14.87+2（4.5635+4.6311+4.983+4.72+4.632+6.5456+7.2312+5.8656+4.5615+4.583+4.3543+2.763.15+2.763.15