消防水池计算表.xls

工程量计算 1河南省安装集团有限责任公司 编号定额名称单位部位计算式小计数量 消消防防水水池池 1-56平整场地1124.81 (48.3+0.45*2+4)*(15+0.45*2+4)+(7.5+4)*(3.75+2)1124.805 1-127挖土3282.63 0319号签证a=48.3+(0.45+0.5+0.8)*2=51.8 b=15+(0.45+0.5+0.8)*2=18.50 h=1.5+0.6+0.1+0.65+0.28=3.13 r=3.13*0.33=1.04 A=51.8+1.04*2=53.88 b=18.5+1.04*2=20.58 V1=3.13/6*（51.8*18.5+（51.8+53.88）*（18.5+20.58）+53.88*20.58）3232.833 吸水池(2个)a=5+0.7*2=6.4 b=3+0.7+0.45+0.5+0.8=5.45 h=2 r=2*0.33=0.66 A=6.4+2*2=10.04 B=5.45+0.66+2=8.11 V=2/6*(6.4*5.45+(6.4+10.04)*(5.45+8.11)+10.04*8.11)*2226.154 池上正侧面b=6.4+2+2+0.66*2=11.72 r=(2.2+0.28)*0.33=0.82 工程量计算 2河南省安装集团有限责任公司 B=11.72+0.82*2=13.36 H=(2.85+0.38)*(2.85+0.38)+1.07*1.07).=3.4 厚度=(4.2-2.85)*0.33=0.45 (11.72+13.36)/2*3.4*0.45*238.372 池上侧侧面H=5.45+2=7.45 b2=7.45*0.33=2.46 b1=0 (0+2.45)/2*7.45*0.45*2*216.427 集水坑 (-2.85以下)h=2.7+0.6+0.1-2.85=0.55 a=7+(0.6+0.1)*2=8.4 b=2.6+0.45=3.05 r=0.55 A=8.4+0.55*2=9.5 B=3.05+0.55=3.6 (8.4*3.05+9.5*3.6)/2*0.5516.451 阀门井 a=7+0.35*2=7.7 b=3.5+0.25=3.75 h=3.13 r=3.13*0.33=1.04 A=7.7+1.04*2=9.78 B=3.75+1.04=4.70 (7.7*3.75+9.78*4.7)/2*3.13117.126 3647.364 3647.364*0.93282.628 工程量计算 3河南省安装集团有限责任公司 1-34人工364.74 3647.364*0.1364.740 8-6砂石垫层633.4 a=48.3+(0.45+0.5+0.8)*2=51.8 b=15+(0.45+0.5+0.8)*2=18.50 h=0.65 r=0.65*0.33=0.22 A=51.8+0.22*2=52.24 b=18.5+0.22*2=18.94 V1=0.65/6*（51.8*18.5+（51.8+52.24）*（18.5+18.94）+52.44*18.94）633.400 5-14砼垫层173.84 a=48.3+(0.45+0.5+0.1)*2=50.4 b=15+(0.45+0.5+0.1)*2=17.1 50.4*17.1*0.186.180 吸水池 a=5+0.7*2=6.4 b=3+0.6+0.45+0.5+0.1=4.65 2个h=2 r=2*1=2 A=6.4+2*2=10.04 B=4.65+2=6.65 (6.4*4.65+10.04*6.65)/2*2-6.2*(3+0.6+0.45+0.5+0.1)*2-6.4*4.65*0.1)*271.780 集水坑 a=7+0.7*2=8.4 b=2+0.6+0.45+0.1=3.151.826 h=1.2=1.2 r=1.2*1=1.2 A=8.4+1.2*2=10.8 B=3.15+1.2=4.35 (8.4*3.15+10.8*4.35)/2*1.2-8.2*3.05*(1.2+0.1)11.551 工程量计算 4河南省安装集团有限责任公司 阀门井 a=7+(0.25+0.1)*2=7.7 b=3.5+0.25-0.5=3.25 7.7*3.25*0.12.503 173.840 5-183池底C30524.771 a=48.3+(0.45+0.5)*2=50.2 b=15+(0.45+0.5)*2=16.9 V1=50.2*16.9*0.6509.028 阀门井 a=7+0.25*2=7.5 b=3.5+0.25-0.5=3.258.430 h=0.3 V2=7.5*3.25*0.37.313 524.771 5-195板墙462.934 (（48.3+0.45*2）*2+15*3)*6.2*0.45400.086 吸水池2个a=5+0.6*2=6.2 b=3 h=3.5-1.5=2 V=6.2*2*0.45*2+(6.2+3*2)*0.6*2*240.440 集水坑 a=7+0.6*2=8.2 b=2 h=2.7-1.5=1.2 V=(8.2+2)*0.45*1.2+(8.2+2*2)*0.6*1.214.292 墙角水平(23.925+15)*2*0.25*0.25/2*24.866 工程量计算 5河南省安装集团有限责任公司 墙角垂直0.25*0.25/2*2*(6.2*8+1.2*2)3.250 462.934 5-193板墙10.79 阀门井 a=7+0.25*2=7.5 b=3.5 h=2.5 V=(7.5+3.5*2)*0.25*2.59.063 角0.25*0.25/2*(2.5*4+1)0.344 阀门井内集水坑(1+1.3)*2*1*0.31.380 10.786 8-87止水带477.6 池壁施工缝-1米处 (（48.3+0.45*2）*2+15*3)*2286.800 池底后浇带 (15+0.45*2+0.5*2)*2*267.600 壁底后浇带 (6.2+0.15+0.6)*2*455.600 池顶板后浇带 (15+0.45*2+0.5*2)*2*267.600 477.600 膨胀止水同上477.6 5-28单梁1.05 （阀门井上）L-10.25*0.6*71.050 工程量计算 6河南省安装集团有限责任公司 5-21柱41.2841.28 H1=(4.85+1.5+5.09+1.5)/2=6.32 H2=5.09+1.5=6.59 V=0.4*0.4*6.32*20+0.4*0.4*6.59*1030.768 柱脚(（1.4*1.4*0.13+（1*1+0.5*0.5）/2*0.25）-0.4*0.4*0.38)*3010.508 41.27641.276 5-197盖板138.68138.68 KL-1（15-0.4*3)*0.25*(0.5-0.15)*1012.075 KL-2（48.3-0.4*10-0.45）*0.25*(0.5-0.15)*311.511 L-1（3.75-0.125）*0.2*(0.4-0.15)*40.725 L-21.5*0.2*(0.3-0.15)*40.180 BXB=2*（7.95*7.95+0.24*0.24）=15.91 V=（48.3-0.45）*15.91*0.15114.194 138.685138.685 5-51后浇带36.2136.21 底(15+0.45*2+0.5*2)*1*0.6*220.280 池壁6.2*1*0.45*411.160 池顶(15+0.45*2)*1*0.15*24.770 工程量计算 7河南省安装集团有限责任公司 36.21036.210 5-69柱超高123.84123.84 (6.59-3.6)/1=2.993 41.28*3=123.840123.840 5-70梁超高73.573.5 (12.08+11.51+0.73+0.18)*373.50073.500 5-71墙超高1200.271200.27 400.09*31200.2701200.270 5-72板超高342.57342.57 114.19*3342.570342.570 5-68零星0.830.83 上人孔1.6*4*0.1*0.3*40.768 阀门井0.3*0.2*10.060 0.8280.828 5-232砼运输3公里 5-233砼运输(*14) 5-235泵运费 4-3外墙脚手910.59910.59 工程量计算 8河南省安装集团有限责任公司 (（48.3+0.45*2）*2+15*3)*6.35910.590910.590 4-15梁脚手1290.681290.68 KL-1（15-0.4*3)*(4.85-0.5)*10600.300 KL-2（48.3-0.4*10-0.45）*(5.05-0.5)*3598.553 L-1（3.75-0.125）*(4.85-0.4)*464.525 L-21.5*(4.85-0.3)*427.300 1290.6781290.678 4-1柱脚手架414.48 Z(0.4*4+0.6)*(4.85+1.5-0.15)*20272.800 (0.4*4+0.6)*(5.09+1.5-0.15)*10141.680 414.480414.480 4-18基础脚手架848.38 (48.3+0.45*2+0.5*2)*(15+0.45*2+0.5*2)848.380848.380 11-19池内抹灰1141.31 (48.3*2+15*4)*(4.85+1.5)994.410 吸水池 (3+5)*2*2*264.000 集水坑 (3.5+2)*2*1.2*226.400 阀门井 (3.5+7)*2*2.552.500 工程量计算 9河南省安装集团有限责任公司 阀门井内集水坑1*4*14.000 1141.310 11-29梁柱抹灰308.64 Z(0.4*4)*(4.85+1.5)*20203.200 (0.4*4)*(5.09+1.5)*10105.440 308.640 11-38天棚抹灰814.473 48.3*15-15*0.45-0.25*15*10-(4.025-0.4)*12*3-1.5*1.5*2545.250 KL-1（15-0.4*3)*(0.25+(0.5-0.15)*2)*10131.100 KL-2（48.3-0.4*10-0.45）*(0.25+(0.5-0.15)*2)*3124.973 L-1（3.75-0.125）*(0.2+(0.4-0.15)*2)*410.150 L-21.5*(0.2+(0.3-0.15)*2)*43.000 814.473 8-95地面找平742.25742.25 池内48.3*15-15*0.45717.750 阀门井 3.5*724.500 742.250 8-43 后浇带防水411.28 工程量计算 10河南省安装集团有限责任公司 底(15+0.45*2+0.5*2)*2.4*2*2162.240 池壁6.2*2.2*4*2109.120 池顶(15+0.45*2)*2.2*2*2139.920 411.280 4-16天棚脚手架717.75717.75 48.3*15-15*0.45717.750 4-17天棚脚手架717.75717.75 11-19外墙抹灰826.77 (48.3+0.45*2+15+0.45*2)*2*(4.85+1.5)826.770 10-170泡沫板1689.171689.17 (48.3+0.45*2+15+0.45*2)*2*(4.85+1.5)826.770 基础顶 (48.3+0.45*2+0.5*2)*0.5+15.9*2*0.541.000 基础侧 (48.3+15+(0.45+0.5)*2)*0.639.120 池顶(48.3+0.45*2)*(15+