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第二部分 工程量计算书第1章 土建工程量工程名称:分部(项)名称计算公式工程量单位建筑面积一层:s1=124.68+0.24-(5+6)*2-0.1*2*(9+0.24)=949.133 s2=(6+0.24)*0.23*4=5.741 s3=3.14(4.3+0.24)*(4.3+0.24)*120度/360度+(5+0.12-1.277+5+0.12)*(6-1.6-0.332)/2+(5+0.12-1.277+7+0.24)*(2.5+0.332)/2+(1.6+0.12)*(5+0.24)+(7+0.24)*(2.5+0.12)*2=116.96s一层总= s1+ s2 +s3=949.133+5.741+116.96=1121.834s一层总= s1+ s2 +s3=949.133+5.741+116.96=1121.8343339.662二层:s1=124.68+0.24-(5+6)*2-0.1*2*(9+0.24)=949.133 s2=(6+0.24)*0.23*4=5.741 s3=3.14(4.3+0.24)*(4.3+0.24)*120度/360度+(5+0.12-1.277+5+0.12)*(6-1.6-0.332)/2+(5+0.12-1.277+7+0.24)*(2.5+0.332)/2+(1.6+0.12)*(5+0.24)+(7+0.24)*(2.5+0.12)*2=116.96s4阳台=(1.1-0.12)*5.3*13*1/2=33.76s二层总= s1+ s2 +s3+ s4阳台=949.133+5.741+116.96+33.76=1155.594三层:s1=124.68+0.24-(5+6)*2-0.1*2*(9+0.24)=949.133 s2=(6+0.24)*0.23*4=5.741 s3=3.14(4.3+0.24)*(4.3+0.24)*120度/360度+(5+0.12-1.277+5+0.12)*(6-1.6-0.332)/2+(5+0.12-1.277+7+0.24)*(2.5+0.332)/2+(1.6+0.12)*(5+0.24)+(7+0.24)*(2.5+0.12)*2=116.96s三层总= s1+ s2 +s3=949.133+5.741+116.96=1121.834工程名称:桩基工程分部(项)名称计算公式工程量单位预应力混凝土管桩(162根)v=14*53+18*109=27042704m3工程名称:土方工程分部(项)名称计算公式工程量单位机械平整场地s=(124.68+0.24+2+2)*(9+0.24+2+2)=1706.90731.56人工挖土方地坑1-1v(1个) =(1+2*0.3+0.5*1.3)*(1+2*0.3+0.5*1.3)*1.3+0.5*0.5*1.3*1.3*1.3/3=6.764750.326m3地坑2-2v (29个)=(2.2+2*0.3+0.5*1.3)*(1+2*0.3+0.5*1.3)*1.3+0.5*0.5*1.3*1.3*1.3/3*29=297.946地坑3-3(33个):s底=(2.2+2*0.3)*(0.607+0.3)+(2.2+2*0.3+0.662+2*0.3)*(1.432+0.3)/2=6.057s面=(2.2+2*0.3+1.3)*(0.607+0.3+0.65)+(2.2+2*0.3+1.3+0.662+2*0.3+1.3)*(1.432+0.3+0.65)/2=14.318s 中=(2.2+2*0.3+0.65)*(0.607+0.3+0.325)+(2.2+2*0.3+0.65+0.662+2*0.3+0.65)*(1.432+0.3+0.325)/2=9.765v=(s底+4s 中+s面)/6*1.3*33=(6.057+4*9.765+14.318)/6*1.3*33=429.96地坑4-4v(1个)v=(2.2+0.6+0.5*1.3)*(2.2+0.6+0.5*1.3)*1.3+0.5*0.5*1.3*1.3*1.3/3=15.65673.347m3地梁1土方:vdl1=0.5*0.65*(2*3.14*4.39*90度/360度-0.6-0.65)*2=3.667地梁2土方:vdl2=0.5*0.75*124.68*3-(5+6)*2-33*(2.2+0.6+0.65)-29*(1+0.6+0.65)-1*(1+0.6+0.65)-1*(2.2+0.6+0.65)=62.715地梁3土方:vdl3=0.5*0.6*(2*3.14*4.39*30度/360度+2.51-0.6-0.65)*2=1.466地梁4土方:vdl4=0.8*0.7*9-(1.839+0.6+0.65)*2*2=3.161地梁5土方:vdl5=0.5*0.85*(2+3-1-0.6-0.65)*2=2.338回填土v=750.36+73.347-19.764-6.541-110.708-86.70-33.884=566.11566.11m3工程名称:混凝土工程分部(项)名称计算公式工程量单位垫层承台1垫层:v1-1(1个)=(0.1+0.4+0.4+0.1)*0.1*1=0.119.764承台2垫层:v2-2(29个)=(0.4+0.4+0.2)*(0.4+0.4+1.2+0.2)*0.1*29=6.38承台3垫层:v3-3(33个)=(2+0.2)*(0.507+0.1)+(0.462+2+0.2+0.2)*(1.332+0.1)/2*0.1*33=12.80承台4垫层:v4-4(1个)=(0.4+1.2+0.4+0.2)*(0.4+1.2+0.4+0.2)*0.1*1=0.4846.541地梁1垫层:v=0.3*0.55*(2*3.14*4.39*90度/360度-1)*2*0.1=0.194地梁2垫层:0.3*0.65*124.68*3-(5+6)*2-29*1-33*2+(9-2.2*2)*20*0.1=5.192地梁3垫层:v=0.3*0.4*(2*3.14*4.39*30度/360度+2.5-0.4)*0.1=0.053地梁4垫层:0.6*0.6*(9-0.4*3)*2*0.1=0.562地梁5垫层:v=0.3*0.75*(2.5+3-0.4)*0.1=0.540钢筋混凝土承台ct-1(1个):v=(4+0.4)*(4+0.4)*0.8*1=0.328110.708m3ct-2(29个):v=(0.4+0.4+1.2)*0.8*29=37.12ct-3(33个):v=(0.4+0.4+1.2)*0.507+(0.462+2)*1.332/2*0.8*33=70.06ct-4(1个):v=(0.4+0.4+1.2)*(0.4+0.4+1.2)*0.8*1=3.2地梁dl-1: v=0.3*0.55*(2*3.14*4.39*90度/360度-0.4*1)*2=2.14286.70m3dl-2: v=0.3*0.65*124.68*3-(5+6)*2-60*0.4+(9-3*0.4)*20=96.728dl-3: v=0.3*0.4*(2*3.14*4.39*30度/360度+2.5-0.4)=0.528dl-4: v=0.6*0.6*(9-0.4*3)*2=5.616dl-5: v=0.3*0.75*(2.5+3-0.4)=1.148工程名称:砌筑工程分部(项)名称计算公式工程量单位基础砖砌体v=0.24*0.4*124.68*2-(5+6)*2-0.4*50+(5+1.6+2)*2+(5-0.8)*2+(6-0.8)*20+(9-1-0.4)*2+2*3.14*4.3*120度/360度*2=33.88433.884m3一层砌体外墙:l中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)*2-0.12*4-2.7*2+0.32/0.24*0.5*8-50+0.4=247.918 外墙面积s=247.918*3.9-0.9*1.8*42-4.6*3*12-5.5*11.6*4-8.9*3*2-2.3*6.3*1=410.15 外墙体积v=410.15*0.24=98.436302.755m3内墙:(厚为240):l中=(7-0.24)*2+(9-0.24)*19-20*0.4=171.96 (厚为120):l中=(1.26-0.12)*2+3*18+(1.26-0.12)*2+2.5=99.82 内墙体积v=171.96*0.24*3.9+(99.82*3.9-0.7*2.1*19)*0.12=204.319二层砌体外墙:l中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)*2-0.12*4-+0.32/0.24*0.5*8-50+0.4=253.318外墙面积s=253.318*3.3-0.9*1.8*42-4.2*1.8*13-8.9*6.3*2=557.488外墙体积v=538.558*0.24=133.797263.051m3内墙:l中=(7-0.24)*2+(9-0.24)*18-20*0.4=163.2内墙面积v=163.2*3.3=538.558内墙体积v=538.558*0.24=129.254三层砌体外墙:l中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)*2-0.12*4-+0.32/0.24*0.5*8-50+0.4=253.318外墙面积s=253.318*3-0.9*1.5*42-4.2*1.5*13=621.354外墙体积v=621.354*0.24=149.125 284.345 m3内墙:(厚为240):l中=(7-0.24)*2+(9-0.24)*19-20*0.4=163.2 (厚为120):l中=(2.3-0.12+1.32-0.12)*19=58.52 内墙体积v=163.2*0.24*3+(58.52*3-0.7*2.1*19)*0.12=135.22工程名称:现浇混凝土梁分部(项)名称计算公式工程量单位二层现浇梁2kl1(1):v=0.24*0.5*(5-0.4*2+0.24)*2=1.066107.343m32kl2(2):v=0.24*0.7*(5+2+1-0.24)*2=2.6072kl3(2):v=0.24*0.5*(9-0.4*3+0.24)*2=1.932kl4(2):v=0.24*0.5*(9-0.4*3+0.24)*4=3.862kl5(2):v=0.24*0.7*(9-0.4*3+0.24+0.5)*4=5.7392kl6(2a):v=0.24*0.7*(9-0.4*3+0.24+0.5)*8=11.4782kl7(5):v=0.24*0.85*(6*5-6*0.4+0.24)*2=11.1632kl8(7):v=0.24*0.85*(6*7-6*0.4+0.24)=8.0292kl9(2):v=0.24*0.85*(2*4.42*3.14*120度/360度-0.4*2)=1.7242kl10(2):v=0.24*0.85*(2*4.42*3.14*120度/360度-0.4*2)=1.7242kl11(1a):v=0. 3*0.85*(3+5-0.4*2+0.12)=1.867 2kl12(1a):v=0. 3*0.85*(3+5-0.4*2+0.12)=1.867 2kl13(7):v=0.24*0.5*(6*6+5-7*0.4+0.24-0.24)=4.5842kl14(7):v=0.24*0.5(6*7-8*0.4+0.24)=4.6852kl15(7) :v=0.24*0.5*(6*6+5-7*0.4+0.24-0.24)=4.5842l1(1):0.24*0.3*(2.3-0.24)*36=5.402l1a(1):0.24*0.4*(5-0.24)=0.4572l1b(1):0.24*0.4*(9-0.24-1.44)=0.7032l2(1):0.24*0.4*(6-1.44-0.24*2)=0.3922l2b(1):0.24*0.4*(6-0.24-0.24*2)=0.50107.3432l4(7):0.24*0.4*(6*6+5-7*0.24)*2+0.24*0.4*(6+6+5-7*0.24)=11.42三层现浇梁3kl1(1):0.24*0.5*(5-0.4*2-0.24)*2=1.067125.305m33kl2(2):0.24*0.7*(5+2+1-0.4+0.12)*2=2.5943kl3(2):0.24*0.5*(9-0.4*3+0.24)*2=1.933kl4(2):0.24*0.5*(9-0.4*3+0.24)*2=1.933kl5(2):0.24*0.5*(9-0.4*3+0.24)*2=1.933kl6(2):0.24*0.5*(9-0.4*3+0.24)*4=3.863kl7(2a):0.24*0.5*(9-0.4*3+0.24)+0.37*0.5*0.5*4=4.2293kl8(2a):0.24*0.5*(9-0.4*3+0.24)+0.37*0.5*0.5*4=4.2293kl9(7):0.24*0.55*(6*7-8*0.4+0.24)=5.1533kl10(2):0.3*0.85*(3+5-2*0.4+0.12)=1.8673kl11(2):0.24*0.85*(3+5-2*0.4+0.12)1.724125.3053kl12(2):0.3*0.85*(3+5-2*0.4+0.12)=1.8673kl13(6):0.24*0.5*(6*5-6*0.4+0.24)=3.3413kl14(7):0.24*0.5*(6*7-8*0.4+0.24)=4.6853kl15(2):0.24*0.85*(3+5-2*0.4+0.12)1.7243kl16(6):0.24*0.5*(6*5-6*0.4+0.24)=3.3413kl17(7):0.24*0.55*(6*6+5-8*0.4+0.24)=5.0213kl18(7):0.24*0.55*(6*7-8*0.4+0.24)=5.1533kl19(7):0.24*0.55*(6*6+5-8*0.4+0.24)=5.0213kl20(5):0.24*0.55*(6*5-6*0.4+0.24)=3.6753l1(1):0.24*0.4*(5-0.24)*2=0.9143l2(1a):0.24*0.4*(5+2-1.44-0.24-0.24)*2=1.0213l3(2a):0.24*0.4*(9-1.44-0.24-0.24)*16=10.8753l4(2):0.24*0.4*(9-0.24-0.24)*16=13.0873l4a(2):0.24*0.4*(9-0.24-0.24+9-1.44-0.24-0.24)=1.4783l5(7):0.24*0.45*(6*6+5-0.24-0.24*18)=3.9363l6(6):0.24*0.45*(6*6-0.24-0.24*17)=3.4213l7(1):0.24*0.4*(2.26+2.3-0.24-0.24)*2=0.7833l8(1):0.24*0.4*(2.26+2.3-0.24)=0.4573l9(4):0.24*0.4*(6+6-1.44*2-0.24-0.24*3)*6=18.5243l10(7):0.24*0.45*(6+6+5-0.24-0.24*18)=3.9363l11(2):0.24*0.4*(2.26+2.3+5-0.24-0.24*2)=0.8493l11a(3):0.24*0.4*(6-1.44+6-0.24-0.24*4)=0.8993l12(3):0.24*0.4*(2.26+2.3+5-0.24-0.24*2)=0.8493l13(2):0.24*0.4*(4.56-0.24-0.24)=0.392屋面梁wkl1(1):0.24*0.5*(5-0.4*2)*2=1.00891.79m3wkl2(2):0.24*0.7*(9-1-0.4*3)=2.285wkl3(2):0.24*0.5*(9-3*0.4)*8=7.488wkl4(2):0.24*0.5*(9-3*0.4)*4=3.744wkl5(4):0.24*0.5*(9-3*0.4)*8=7.488wkl6(7):0.24*0.6*(6*7-0.4*8)*2=11.17491.79wkl7(5):0.24*0.6*(6*5-0.4*6)*2=7.95wkl8(2):0.24*0.85*(2*3.14*4.42*120度/360度)=1.888wkl9(7):0.24*0.4*(6*6+5-3-0.4*2-0.24*7)=3.41wkl10(7):0.24*0.4*(6*6+5-3-0.4*2-0.24*7)=3.41wkl11(6):0.24*0.5*(6*6+5-7*0.4)=4.584wkl12(7):0.24*0.5*(6*7-0.4*8)=4.656wkl13(2):0.24*0.85*(2*3.14*4.42*120度/360度)=1.888wkl14(6):0.24*0.5*(6*6+5-7*0.4)=4.584wkl15(7):0.24*0.6*(6*6+5-8*0.4)=5.443wkl16(7):0.24*0.6*(6*6+5-8*0.4)=5.443wkl17(1):0.24*0.4*(2-0.12-0.2)=0.161wkla(2):0.3*0.85*(3+5-0.24*2)=3.835wl2(7):0.24*0.4*(6*6+5-0.24*8)=3.752wl3(7):0.24*0.4*(6*7-0.24*8+6*6+5-0.24*8)=7.599工程名称:现浇混凝土板分部(项)名称计算公式工程量单位二层现浇板(厚度均为120,故将板按面积不同分成三部分算,分别设轴315和1622为板1,轴13和轴2224为板2,轴1516为板3):s板1=(6-0.24)*(9-0.24)-0.24*(6-0.24)*2+(2.3-0.24)*2 *16=747.274s板2=3.14*4.3*4.3*120度/360度+(5-1.277-0.12+7-0.24)*(2.5+0.332)/2+(2.5-10.12)*(7-0.24)+(5-1.277-0.12+5-0.12)*(6-1.6-0.332)/2+(1.6-0.12)*(5-0.24)*2-0.24*(5+6-0.24)*2+(9-1-0.24*3)+(2.3-0.24)*2 *2=139.609s板3=(6-0.24)*(9-0.24)-0.24*9-0.24+5-0.24+(6-0.24*3)*2+6-1.44-0.24*2=43.7v板总= (s板1 + s板2 + s板3)*1.2=(747.274+139.609+43.7)*1.2=1116.6891116.689m3三层现浇板(厚度均为120,故将板按面积不同分成三部分算,分别设轴315和1622为板1,轴13和轴2224为板2,轴1516为板3):s板1=(6-0.24)*(9-0.24)-0.24*(9-1.44-0.24+9-0.24)+(6-0.24*3)*2+(6-1.44-0.24) *16=688.435s板2=3.14*4.3*4.3*120度/360度+(5-1.277-0.12+7-0.24)*(2.5+0.332)/2+(2.5-10.12)*(7-0.24)+(5-1.277-0.12+5-0.12)*(6-1.6-0.332)/2+(1.6-0.12)*(5-0.24)*2-0.24*(5+6-0.24)*2+(4.56-0.24)+(5-0.24)+(3+2.5)+(5-0.24*3)+(5+2-1.44-0.24*3)+(9-1-0.24*5)*2=123.87s板3=(6-0.24)*(9-0.24)-0.24*(9-0.24+9-1.44-0.24)+(6-0.24*3)*2+(1.44-0.24)=43.565v板总= (s板1 + s板2 + s板3)*1.0二 (747.274+139.609+43.7)*1.0=835.86835.86m3屋顶现浇板(厚度均为120,故将板按面积不同分成三部分算,分别设轴315和1622为板1,轴13和轴2224为板2,轴1516为板3):s板1=(6-0.24)*(9-0.24)-0.24*(6-0.24)*3 *16=740.973s板2=3.14*4.3*4.3*120度/360度+(5-1.277-0.12+7-0.24)*(2.5+0.332)/2+(2.5-10.12)*(7-0.24)+(5-1.277-0.12+5-0.12)*(6-1.6-0.332)/2+(1.6-0.12)*(5-0.24)*2-0.24*(5+6-0.24)*2+(9-1)+(3+2)*2=131.761s板3=(6-0.24)*(9-0.24)-0.24*(6-0.24)*3=46.311v板总= (s板1 + s板2 + s板3)*1.0二 (740.973+131.761+46.311)*1.0=919.045919.045m3工程名称:混凝土柱分部(项)名称计算公式工程量单位混凝土柱70根(此建筑物的柱子全部为kz1)vkz1=0.4*0.4*(10.2+0.7)*70=122.08122.08m3工程名称:屋面工程分部(项)名称计算公式工程量单位顶层屋面*0.6*124.68*2-(5+6)*2+(5+1.6+2)*2=2*3.14*4.3*120度/360度*2=157.917157.917m2工程名称:女儿墙分部(项)名称计算公式工程量单位女儿墙v=0.12*0.6*124.68*2-(5+6)*2+(5+1.6+2)*2=2*3.14*4.3*120度/360度*2=18.90518.905m3工程名称:楼梯分部(项)名称计算公式工程量单位二层楼梯s=1.2*(5-1.34+3.12+0.3)*18+1.2*(5-0.3+2.12+0.3)*1=161.472161.472m2三层楼梯s=1.2*(5-2.12-+6-2.3-1.28+0.3)*18+1.32* (3.12+0.3)*1=125.474125.474m2工程名称:脚手架工程分部(项)名称计算公式工程量单位综合脚手架3339.6623339.662m2一层满堂脚手架一层: 1121.8341121.834m2二层满堂脚手架二层:1155.5941155.594m2三层满堂脚手架三层:1109.751109.75m2工程名称:内墙抹灰分部(项)名称计算公式工程量单位一层内墙抹灰s=(7-0.24)*2+(9-0.24)*19-20*0.4+(1.26-0.12)*2+3*18+(1.26-0.12)*2+2.5*3.9=1059.9421059.942m2二层内墙抹灰s=(7-0.24)*2+(9-0.24)*18-20*0.4*3.3=538.56538.56m2三层内墙抹灰(厚为240):l中=(7-0.24)*2+(9-0.24)*19-20*0.4=163.2 (厚为120):l中=(2.3-0.12+1.32-0.12)*19=58.52s=163.2*3+(58.52*3-0.7*2.1*19)=637.23637.23m2工程名称:外墙抹灰分部(项)名称计算公式工程量单位一层外墙抹灰外墙:l中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)*2-0.12*4-2.7*2+0.32/0.24*0.5*8-50+0.4=247.918 s=247.918*3.9-0.9*1.8*42-4.6*3*12-5.5*11.6*4-8.9*3*2-2.3*6.3*1=410.15410.15m2二层外墙抹灰外墙:l中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)*2-0.12*4-+0.32/0.24*0.5*8-50+0.4=253.318面积s=253.318*3.3-0.9*1.8*42-4.2*1.8*13-8.9*6.3*2=557.488557.488m2三层外墙抹灰外墙:l中=124.68*2-(5+6)+(1.6+5+2.5+2+2*3.14*4.42*120度/360度)*2-0.12*4-+0.32/0.24*0.5*8-50+0.4=253.318面积s=253.318*3-0.9*1.5*42-4.2*1.5*13=621.354621.354m2m2工程名称:女儿墙抹灰分部(项)名称计算公式工程量单位女儿墙抹灰s=0.6*124.68*2-(5+6)*2+(5+1.6+2)*2=2*3.14*4.3*120度/360度*2=157.542157.542m2m2工程名称:顶棚抹灰分部(项)名称计算公式工程量单位一层顶棚抹灰s=(747.274+139.609+43.7)=930.574930.574m2二层顶棚抹灰s=(747.274+139.609+43.7)=835.86835.86m2三层顶棚抹灰s= (740.973+131.761+46.311)=919.045919.045m2工程名称:水泥砂浆楼地面(楼梯)分部(项)名称计算公式工程量单位一层砂浆地面s=(747.274+139.609+43.7)=930.574930.574m2二层砂浆楼面s=(747.274+139.609+43.7)=835.86835.86m2三层砂浆楼面s= (740.973+131.761+46.311)=919.045919.045m2模板工程名称计算公式工程量单位桩承台模板s=110.708*1.99=220.309220.309m2/m3基础梁模板s=(2.142+0.528+5.616)*10.6+(96.728+1.148)*8.10=880.627880.628m2/m3柱模板s=122.08*14.73=1798.2381798.238m2/m3现浇板模板(1116.689+919.045)*8.04+835.86*12.06=26447.77326447.773m2/m3工程名称:门窗工程分部(项)名称计算公式工程量单位一层门窗ltc0915(42个):s=0.9*1.8*52=68.04584.66m2ml1(12个):s=4.6*3 *12=165.6ml2(4个):s=5.5*11.6*4=255.2ml3(2个):s=8.9*3*2=53.4ml4(1个):s=2.3*6.3=14.49m1(19个):s=0.7*2.1*19=27.93二层门窗ltc0915(42个):s=0.9*1.8*52=68.04278.46m2ltc0915(13个): s=4.2*1.8*13=98.28ltc0915(2个): s=8.9*6.3*2=112.14三层门窗ltc0915(42个): s=0.9*1.5*42=56.7166.53m2ltc0915(13个): s=4.2*1.5*13=81.9m1(19个):s=0.7*2.1*19=27.93模板工程量第2章 钢筋工程量楼层名称:基础层(绘图输入)钢筋总重:27423.974kg筋号级别直径计算公式根数总根数单长m总长m总重kg构件名称:kz-12589构件数量:10本构件钢筋重:107.016kg构件位置:;b边插筋.1b204850/3+800-40+max(6*d,150)6602.527151.62373.919h边插筋.1b204850/3+800-40+max(6*d,150)6602.527151.62373.919角筋插筋.1b224850/3+800-40+max(6*d,150)4402.527101.08301.628箍筋.1b102*(400-2*30)+(400-2*30)+2*(11.9*d)+(8*d)2201.67833.5620.691构件名称:kz-12590构件数量:48本构件钢筋重:102.157kg构件位置:;b边插筋.1b204500/3+800-40+max(6*d,150)62882.41694.081711.712h边插筋.1b204500/3+800-40+max(6*d,150)62882.41694.081711.712角筋插筋.1b224500/3+800-40+max(6*d,150)41922.41462.721380.781箍筋.1a102*(400-2*30)+(400-2*30)+2*(11.9*d)+(8*d)2961.678161.08899.317构件名称:kz-12602构件数量:12本构件钢筋重:104.233kg构件位置:;b边插筋.1b204650/3+800-40+max(6*d,150)6722.46177.12436.806h边插筋.1b204650/3+800-40+max(6*d,150)6722.46177.12436.806角筋插筋.1b224650/3+800-40+max(6*d,150)4482.46118.08352.357箍筋.1a102*(400-2*30)+(400-2*30)+2*(11.9*d)+(8*d)2241.67840.27224.829构件名称:jzl-12659构件数量:1本构件钢筋重:139.344kg构件位置:1跨.下通长筋1b20522-40+470/2+5595+500-40+470/2337.00721.02151.8411跨.侧面构造筋1b1215*d+5595+15*d225.95511.9110.5741跨.上部钢筋1b20522-40+470/2+5595+500-40+470/2337.00721.02151.8411跨.箍筋1a82*(300-2*40)+(550-2*40)+2*(11.9*d)+(8*d)331.6344.9021.9341跨.箍筋2a82*(300-2*40)+(550-2*40)+2*(11.9*d)+(8*d)331.6344.9021.9341跨.箍筋3a82*(300-2*40)+(550-2*40)+2*(11.9*d)+(8*d)29291.63447.38618.6981跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)15150.4266.392.521构件名称:jzl-12660构件数量:1本构件钢筋重:140.664kg构件位置:1跨.下通长筋1b20522-40+470/2+5655+522-40+470/2337.08921.26752.4481跨.侧面构造筋1b1215*d+5655+15*d226.01512.0310.681跨.上部钢筋1b20522-40+470/2+5655+522-40+470/2337.08921.26752.4481跨.箍筋1a82*(300-2*40)+(550-2*40)+2*(11.9*d)+(8*d)331.6344.9021.9341跨.箍筋2a82*(300-2*40)+(550-2*40)+2*(11.9*d)+(8*d)331.6344.9021.9341跨.箍筋3a82*(300-2*40)+(550-2*40)+2*(11.9*d)+(8*d)29291.63447.38618.6981跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)15150.4266.392.521构件名称:jzl-22661构件数量:1本构件钢筋重:2375.511kg构件位置:1跨.下通长筋1b20400-40+570/2+102200+400-40+570/233103.49310.47765.6691跨.侧面构造通长筋1b1215*d+102200+15*d+180044104.36417.44370.6111跨.上通长筋1b20400-40+570/2+102200+400-40+570/233103.49310.47765.6691跨.箍筋1a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)331.8345.5022.1711跨.箍筋2a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)29291.83453.18620.9861跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)30300.42612.785.0432跨.箍筋1a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)221.8343.6681.4472跨.箍筋2a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)29291.83453.18620.9862跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)30300.42612.785.0433跨.箍筋1a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)221.8343.6681.4473跨.箍筋2a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)29291.83453.18620.9863跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)30300.42612.785.0434跨.箍筋1a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)221.8343.6681.4474跨.箍筋2a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)29291.83453.18620.9864跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)30300.42612.785.0435跨.箍筋1a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)221.8343.6681.4475跨.箍筋2a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)29291.83453.18620.9865跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)30300.42612.785.0436跨.箍筋1a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)221.8343.6681.4476跨.箍筋2a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*d)31311.83456.85422.4346跨.拉筋1a8(300-2*40)+2*(11.9*d)+(2*d)32320.42613.6325.3797跨.箍筋1a82*(300-2*40)+(650-2*40)+2*(11.9*d)+(8*
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