地下室钢筋工程量计算书(全套表格)

地下室钢筋工程量计算书(全套表格)
地下室钢筋工程量计算书(全套表格)

序号直径计算式

1H-DKL6C25(0.85+7.2+0.85)*12+(0.85+2.2)*1

C8(0.32+0.72+0.08)*2*48+(0.12+0.72+0.08)*2*48

1H-DKL7C25(0.85+5.40+3.60+7.20+3.60+5.40+0.85)*4+(1*2+7.20)*2 C8(0.32+0.72+0.08)*2*133+(0.12+0.72+0.08)*2*133

1H-DKL8C25(0.85+3.0+6.6+0.85)*8+(1+0.85+6.60)*4+(0.85+2.10)*1+4.95*1 C8(0.32+0.72+0.08)*2*65+(0.12+0.72+0.08)*2*65

1H-DKL9C25(0.85+7.2*3+5.4+7.2+10.80+3.60*4+10.80+0.85)*8+(0.85+7.2*3+1)* 2+(1*2+7.2)*1+(1*2+10.80+3.6*2+10.80)*2+(1*2*10.80)*2*2+4.95*3

C8(0.32+0.72+0.08)*2*229+(0.12+0.72+0.08)*2*229+(0.32+1.52+0.08) *2*72*2+(0.12+1.52+0.08)*2*72*2+(0.32+0.72+0.08)*2*96*2+(0.12+

C14(0.56*2+10.6)*8*2*2+0.56*8*2*2

C25(0.85+5.40+7.20+3.60+5.40+5.40+3.0+6.60+0.85)*8+0.85*2*4+(1*2* 7.2)*3+4.95*4

C8(0.32+0.72+0.08)*2*168+(0.12+0.72+0.08)*2*168+(0.32+0.82+0.08) *2*101+(0.12+0.82+0.08)*2*101

1H-DKL10C25(0.85+7.20*4+3.60+7.35+5.25+3.60*4+5.4+5.4+3.6+0.85)*4+(0.85+7 .20*4+1)*2+(1*2+7.20)*2+(0.85+7.20*4+3.60+1)*4+(0.85+7.35+0.85

C14 6*(0.56*2+7.35)*2

C8(0.32+0.72+0.08)*2*217+(0.12+0.72+0.08)*2*217+(0.32+1.92+0.08) *2*49+(0.32+0.16)*25*4+(0.32+0.72+0.08)*2*227+(0.12+0.72+0.08)

C25(0.85+5.4+7.2+5.4+3.6+0.85)*8+(1*2+7.20)*2+4.95*4

C8(0.32+0.72+0.08)*2*120+(0.12+0.72+0.08)*2*120

1H-DKL11C25(0.85+7.2*2+0.85)*4+(0.85+0.85+7.2)*9+3.15*1

C8(0.32+0.72+0.08)*2*48+(0.12+0.72+0.08)*2*48+(0.32+0.82+0.08)*2 *48+(0.12+0.82+0.08)*2*48+(0.32+0.82+0.08)*2*48

C25(0.85*2+7.2*2+3.6)*8+3.15*3+4.95*1+3.15*2

C8(0.32+0.71+0.08)*2*121+(0.12+0.72+0.08)*2*121

地梁-5.3以下钢筋

1H-DKL12C25(0.85+0.85+5.25+3.6*4+5.4*2+3.6)*8+(0.85+1+5.25+3.6*4)*1+(1*2+ 3.6*4)*1+4.95*5

C8(0.32+0.72+0.08)*2*227+(0.12+0.72+0.08)*2*227

1H-DKL13~1

C25(0.85+1+7.2+7.2)*6+(0.85+1+7.2)*4+(0.85*2+7.2)*4+3.15*6+4.95*5

C8(0.32+0.72+0.08)*2*48+(0.12+0.72+0.08)*2*48+(0.12+0.82+0.08)*2 *48+(0.32+0.82+0.08)*2*48

1H-DKL15C25(0.85+0.85+7.2)*6+(1+1+7.2)*4

C8(0.32+1.89+0.08)*2*48+(0.32+0.16)*24*4

C14(0.56+0.56+7.2)*16

1H-DKL16C25(1+0.85+7.2+3.6)*10+(0.85+2.3)*2

C8(0.32+0.72+0.08)*2*72+(0.12+0.72+0.08)*2*72

1H-DKL17C25(0.85+0.85+5.25+3.6*4+5.4)*4*2+(1*2+3.6*4)+(1+0.85+7.2)+4.95*4 +0.56*4

C8(0.32+1.12+0.08)*2*35+(0.12+1.12+0.08)*2*35+(0.32+0.72+0.08)*2 *132+(0.12+0.72+0.08)*2*132

1H-DKL18~1

C25(0.85+0.85+5.4)*8*2

C8(0.32+0.72+0.08)*2*36+(0.12+0.72+0.08)*2*36+(0.32+0.82+0.08)*2 *36+(0.12+0.82+0.08)*2*36

C25(0.85*2+7.35)*8

C8(0.32+1.62+0.08)*50*2+(0.12+1.62+0.08)*2*50+(0.32+0.16)*3*19

C14(0.56*2+7.35)*6*2+0.56*6*2

C25(0.85+0.85+5.25)*8

C8(0.32+0.72+0.08)*2*35+(0.12+0.72+0.08)*2*35

1H-DKL20C25(0.85+0.85+8.1+7)*10+(0.85+0.85+8.1)*2+4.95*(4+1)

C8(0.32+0.82+0.08)*131*2+(0.12+0.82+0.08)*131*2

C25(0.85+0.85+6.6+1.8)*8+(0.85+0.85+6.6)

C8(0.32+0.72+0.08)*55*2+(0.12+0.72+0.08)*55*2

1H-DKL21C25(1+0.85+8.1)*14+(0.85+0.85+7+4.9+6.6+5.3)*8+3.15*4+4.95*2+(0.8 5+0.85+6.6)*1

C8(0.32+0.72+0.08)*2*159+(0.12+0.72+0.08)*159*2 C25(0.85+0.85+7.2)*8*2

C8(0.32+0.72+0.08)*2*48*2+(0.12+0.72+0.08)*2*48*2

工程量(m) 109.85

195.84

126

542.64

132.1

265.2

816.6

2814

392.96

376.2 1137.92

760.95

101.64 2086.88

224.6

489.6

147.65

528

178.3

491.26

926.16 212.95 410.88 90.2 265.92 133.12 132.8 293.76 261.49 737.36 113.6 308.16 72.4 411.36 108.36 55.6 142.8 212.35 586.88 89.1 224.4 374.1

142.4 391.68

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