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1、梁工程量计算表序号项 目 名 称件数计 算 数 据梁体积25内模板25外模板梁底模架空梁侧板超3.6M编号及说明长 度 计 算 式梁宽梁高#VALUE!面积(M2)面积(M2)(计板模用) (计抹灰用)每增一米1 C20砼梁及模板KL1112.80-0.50*2柱0.250.601.7717.112.9514.1617.11KL2112.80-0.50*2柱-(0.20-0.10)梁0.250.601.7616.972.9314.0416.9711230.250.6018.45178.3530.75147.60178.359.83#VALUE!#VALUE!#VALUE! #VALUE!#VA
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9、体积25内模板25外模板梁底模架空梁侧板超3.6M编号及说明长 度 计 算 式梁宽梁高#VALUE!面积(M2)面积(M2)(计板模用) (计抹灰用)每增一米编制人:第 2 页2022/9/16梁工程量计算表#VALUE!#VALUE!#VALUE! #VALUE!#VALUE!#VALUE!#VALUE!#VALUE! #VALUE!#VALUE!#VALUE!#VALUE!#VALUE! #VALUE!#VALUE!#VALUE!#VALUE!#VALUE! #VALUE!#VALUE!#VALUE!#VALUE!#VALUE! #VALUE!#VALUE!#VALUE!#VALUE!#V
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11、!#VALUE!#VALUE!#VALUE!#VALUE! #VALUE!#VALUE!序号项 目 名 称件数计 算 数 据梁体积25内模板25外模板梁底模架空梁侧板超3.6M编号及说明长 度 计 算 式梁宽梁高#VALUE!面积(M2)面积(M2)(计板模用) (计抹灰用)每增一米编制人:第 3 页2022/9/16建筑装饰工程序号工 程 项 目 及 位 置件数计 算 数 据工 程 量备 注名 称说 明长(m)宽(m)高厚(m)#VALUE!#VALUE!1平整场地120.20*12.20246.44平方2人工挖沟槽土方合 计9.80立方ZJ11(2.90+0.60)*(2.20+0.60)
12、*1.009.803回填土夯实9.80立方模板砼4C10砼垫层及模板1合 计1.100.74ZJ113.102.400.101.100.74模板砼5C25砼基础及模板合 计4.082.55ZJ112.902.200.404.082.55砼模板6C25砼基础梁及模板合 计0.8810.56JKL1(1轴)110.0-1.200.200.500.8810.567M10浆砌砖基础合 计0.24立方A/1柱基上1(0.65+0.5)*0.4+(1.05+0.8)*0.3)*0.240.24模板砼柱顶面积8C25砼柱及模板合 计4.480.440.63Z1-040.350.450.704.480.440
13、.63净长模板砼梁底模板9C25砼梁及模板合 计12.401.012.282KL1-P11.5-0.180.200.401.320.110.262KL1-1,2111-0.9250.200.4511.080.912.02厚度砼模板10C25砼板及模板合 计12.02120.202B117.50*7.50+6.60*1.500.1014.12141.15扣梯间-12.50*4.70+2.50*3.680.10-2.10-20.9511C25砼楼梯合 计2.63立方梯斜板TB12(2.342+2.252)0.5斜长*1.20*0.131.01梯斜板TB22(2.342+2.252)0.5斜长*1.
14、20*0.131.01TL122.900.200.300.17平台22.901.400.100.41步级三角形1(0.25*0.16)/2*1.200.02楼梯模板2.50*4.70+2.50*3.6820.95平方楼梯不锈钢扶手11.1011.10米厚度砼模板12C25砼雨蓬板及模板 梯顶1(6.10+2.90)*2*0.500.100.909.0013C10砼地坪 厚100117.50*7.50+6.60*1.50141.15扣柱-10.35*0.45*5+0.35*0.50*3-1.31编制人:第 4 页2022/9/16建筑装饰工程合 计139.84平方厚度14地坪填石渣垫层1139.
15、840.2027.97立方15现浇构件圆钢制安 10内kg16现浇构件螺纹钢制安 25内kg17现浇构件箍筋制安 10内kg18M10浆砌砖基础墙顶面积19M5浆砌180砖外墙合 计8.002.63一层1/AD116.0-1.400.183.9510.382.63扣-12.000.181.50-0.54扣M-13.300.183.10-1.84墙顶面积20M5浆砌120砖外墙二层2/AD117.500.122.455.152.10墙顶面积21M5浆砌180砖内墙合 计13.764.07一层AB/1213.5+5-0.50.184.005.761.44一层1/AD116.0-1.400.183.
16、9510.382.63扣-12.000.181.50-0.54扣M-13.300.183.10-1.84墙顶面积22M5浆砌120砖内墙合 计3.220.91一层卫生间15.00+2.600.124.003.650.91扣M2-20.900.122.00-0.4323砖砌栏板 高度=1.001(17.50+7.50)*2-5.10-2.9042.00米24M10浆砌砖檐头1(1.50+6.50+9.0+1.50)*0.24*0.502.22立方25浆砌砖台阶1(1.50+6.50+9.0+1.50)*0.305.55平方26砖砌零星砌体雨蓬梯顶外围1(1.50*2+6.50)*0.12*0.20+(6.1+3.9)*2*0.12*0.200.71平方27砖砌化粪池12.50*2.00*1.809.00立方化粪池钢筋2812.5内外墙综合脚手架合 计286.40平方1(17.50+9.00)*2*(0.30+4.50)254.40梯间顶1(5.1+2.9)*1.40+(5.1+2.9)*2.6032.00序号工 程 项 目 及 位 置件数计 算 数 据工 程 量备 注名 称说 明长(m)