鋼筋工程量計(jì)算稿

鋼筋工程計(jì)算稿,,,,,,,,,,,,,,,,,,,,,,,,,,,,,自動(dòng)設(shè)置,,,6

工程名稱：廣場(chǎng)編制人：,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,stuer,6

"序

號(hào)",分類名,構(gòu)件名稱,鋼筋型號(hào),"kg

/m","單長(zhǎng)

(m)",斷料尺寸計(jì)算式,草圖,"構(gòu)件

數(shù)",層數(shù),單件數(shù),"總根

數(shù)","總長(zhǎng)

(m)","重量

(kg)",分項(xiàng),備注,變量,,,,,,,,,,,,,,不顯示公式,規(guī)格類別,6

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$$,,,,,,項(xiàng)目合計(jì),共13項(xiàng),,,共計(jì)3523671kg,,,,,,,,,,,,,,,,,,13,,,,

∑1,GJ,,Φ10,0.617,,重量=100148.1kg,,,,<項(xiàng)目合計(jì)>,,162314.6,100148.1,,,,,,,,,,,,,,,$$,,,,

∑2,GJ,,Φ6.5,0.260,,重量=13206.0kg,,,,<項(xiàng)目合計(jì)>,,50792.4,13206.0,,,,,,,,,,,,,,,$$,,,,

∑3,GJ,,Φ8,0.395,,重量=227319.4kg,,,,<項(xiàng)目合計(jì)>,,575492.1,227319.4,,,,,,,,,,,,,,,$$,,,,

∑4,GJ,,10,0.617,,重量=302921.0kg,,,,<項(xiàng)目合計(jì)>,,490957.9,302921.0,,,,,,,,,,,,,,,$$,,,,

∑5,GJ,,12,0.888,,重量=425638.2kg,,,,<項(xiàng)目合計(jì)>,,479322.3,425638.2,,,,,,,,,,,,,,,$$,,,,

∑6,GJ,,14,1.210,,重量=152203.0kg,,,,<項(xiàng)目合計(jì)>,,125787.6,152203.0,,,,,,,,,,,,,,,$$,,,,

∑7,GJ,,16,1.580,,重量=113756.6kg,,,,<項(xiàng)目合計(jì)>,,71997.9,113756.6,,,,,,,,,,,,,,,$$,,,,

∑8,GJ,,18,2.000,,重量=193543.4kg,,,,<項(xiàng)目合計(jì)>,,96771.7,193543.4,,,,,,,,,,,,,,,$$,,,,

∑9,GJ,,20,2.470,,重量=224336.7kg,,,,<項(xiàng)目合計(jì)>,,90824.6,224336.7,,,,,,,,,,,,,,,$$,,,,

∑10,GJ,,22,2.980,,重量=425969.6kg,,,,<項(xiàng)目合計(jì)>,,142942.8,425969.6,,,,,,,,,,,,,,,$$,,,,

∑11,GJ,,25,3.850,,重量=1282414.7kg,,,,<項(xiàng)目合計(jì)>,,333094.7,1282414.7,,,,,,,,,,,,,,,$$,,,,

∑12,GJ,,28,4.830,,重量=60891.2kg,,,,<項(xiàng)目合計(jì)>,,12606.9,60891.2,,,,,,,,,,,,,,,$$,,,,

∑13,GJ,,32,6.310,,重量=1322.6kg,,,,<項(xiàng)目合計(jì)>,,209.6,1322.6,,,,,,,,,,,,,,,$$,,,,

$,,,,,,項(xiàng)目小計(jì),共11項(xiàng),,,共計(jì)405938kg,,,,,,,,,,,,,,,,,,11,,,,

∑1,GJ,,Φ8,0.395,,重量=4589.9kg,,,,<項(xiàng)目小計(jì)>,,11619.9,4589.9,,,,,,,,,,,,,,,$,,,&&,

∑2,GJ,,10,0.617,,重量=35885.1kg,,,,<項(xiàng)目小計(jì)>,,58160.6,35885.1,,,,,,,,,,,,,,,$,,,&&,

∑3,GJ,,12,0.888,,重量=66556.9kg,,,,<項(xiàng)目小計(jì)>,,74951.4,66556.9,,,,,,,,,,,,,,,$,,,&&,

∑4,GJ,,14,1.210,,重量=45938.7kg,,,,<項(xiàng)目小計(jì)>,,37965.9,45938.7,,,,,,,,,,,,,,,$,,,&&,

∑5,GJ,,16,1.580,,重量=2160.7kg,,,,<項(xiàng)目小計(jì)>,,1367.5,2160.7,,,,,,,,,,,,,,,$,,,&&,

∑6,GJ,,18,2.000,,重量=5843.4kg,,,,<項(xiàng)目小計(jì)>,,2921.7,5843.4,,,,,,,,,,,,,,,$,,,&&,

∑7,GJ,,20,2.470,,重量=8620.0kg,,,,<項(xiàng)目小計(jì)>,,3489.9,8620.0,,,,,,,,,,,,,,,$,,,&&,

∑8,GJ,,22,2.980,,重量=76365.3kg,,,,<項(xiàng)目小計(jì)>,,25625.9,76365.3,,,,,,,,,,,,,,,$,,,&&,

∑9,GJ,,25,3.850,,重量=128870.7kg,,,,<項(xiàng)目小計(jì)>,,33472.9,128870.7,,,,,,,,,,,,,,,$,,,&&,

∑10,GJ,,28,4.830,,重量=30445.6kg,,,,<項(xiàng)目小計(jì)>,,6303.4,30445.6,,,,,,,,,,,,,,,$,,,&&,

∑11,GJ,,32,6.310,,重量=661.3kg,,,,<項(xiàng)目小計(jì)>,,104.8,661.3,,,,,,,,,,,,,,,$,,,&&,

一,承臺(tái),10CT1,12,0.888,5.010,(0.18+1.35)*2+1.95,,1,,14*2=28,28,140.3,124.6,,U型3,,,,,,,,,,,,,,,,&&,

,,,12,0.888,8.000,(2.0+2.0)*2,,1,,1=1,1,8.0,7.1,,箍筋1,,,,,,,,,,,,,,,,&&,

,,10CT1a,12,0.888,4.660,2.78+1.35+(0.18+0.35),,1,,25=25,25,116.5,103.5,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,16,1.580,5.400,3.58+(0.47+1.35),,1,,17=17,17,91.8,145.0,,下筋2,,,,,,,,,,,,,,,,&&,

,,,14,1.210,11.190,(3.58+0.41)*2+2.73+0.48,,1,,6=6,6,67.1,81.2,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,20,2.470,4.460,3.58+0.58+0.30,,1,,17=17,17,75.8,187.3,,負(fù)筋1,,,,,,,,,,,,,,,,&&,

,,,10,0.617,8.300,1.0*2.7+1.4*4,,1,,25=25,25,207.5,128.0,,箍筋2,,,,,,,,,,,,,,,,&&,

,,10CT3,28,4.830,21.110,(0.42+8.0)*2+2.35+0.96*2,,1,,20=20,20,422.2,2039.2,,U型3,,,,,,,,,,,,,,,,&&,

,,,10,0.617,20.860,9.74+5.56*2,,1,,54=54,54,1126.4,695.0,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,12,0.888,21.620,(2.4+8.0)*2+0.41*2,,1,,1=1,1,21.6,19.2,,箍筋1,,,,,,,,,,,,,,,,&&,

,,7CT6,22,2.980,3.450,3.45,,1,,38=38,38,131.1,390.7,,主筋1,,,,,,,,,,,,,,,,&&,

,,,25,3.850,5.550,5.55,,1,,35=35,35,194.3,747.9,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.350,0.2+0.6+1.55,,1,,92=92,92,216.2,261.6,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,19.160,(5.6+3.5)*2+0.48*2,,1,,9=9,9,172.4,208.7,,箍筋1,,,,,,,,,,,,,,,,&&,

,,9CT10,22,2.980,524.100,6.45*66+4.10*24,,1,,1=1,1,524.1,1561.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,569.550,10.65*17+9.25*42,,1,,1=1,1,569.6,1697.3,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,3.050,0.8+2.25,,1,,165=165,165,503.3,608.9,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,30.280,0.48*3+28.84,,1,,12=12,12,363.4,439.7,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,7.110,6.45+0.33*2,,1,,67=67,67,476.4,1419.6,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,11.260,9.85+0.33*2+0.75,,1,,44=44,44,495.4,1476.4,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,5.600,2.3*2+1.0,,1,,64=64,64,358.4,1068.0,,撐腳,,,,,,,,,,,,,,,,&&,

,,9CT5b,22,2.980,242.550,4.45*42+2.65*21,,2,,1=1,2,485.1,1445.6,,主筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,436.300,6.85*17*2+5.65*(12+24),,2,,1=1,2,872.6,2600.3,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.350,0.2+0.6+1.55,,2,,115=115,230,540.5,654.0,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,23.840,22.8+0.52*2,,2,,9=9,18,429.1,519.2,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,4.870,4.45+0.42,,2,,47=47,94,457.8,553.9,,附加筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,7.270,6.85+0.42,,2,,31=31,62,450.7,545.4,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,4.200,1.6*2+1.0,,2,,31=31,62,260.4,776.0,,撐腳,,,,,,,,,,,,,,,,&&,

,,9CT5,22,2.980,4.450,4.45,,2,,59=59,118,525.1,1564.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,25,3.850,6.450,6.45,,2,,41=41,82,528.9,2036.3,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,3.050,0.8+2.25,,2,,147=147,294,896.7,1085.0,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,22.960,(4.5+6.5)*2+0.48*2,,2,,16=16,32,734.7,889.0,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,4.870,4.45+0.21*2,,2,,44=44,88,428.6,518.6,,附加筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,6.870,6.45+0.21*2,,2,,31=31,62,425.9,515.4,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,5.600,2.3*2+1.0,,2,,29=29,58,324.8,967.9,,撐腳,,,,,,,,,,,,,,,,&&,

,,9CT12,25,3.850,10.700,9.85+0.85,,1,,65=65,65,695.5,2677.7,,主筋1,,,,,,,,,,,,,,,,&&,

,,,28,4.830,7.150,7.15,,1,,86=86,86,614.9,2970.0,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,3.050,0.8+2.25,,1,,172=172,172,524.6,634.8,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,36.120,34.2+0.48*4,,1,,12=12,12,433.4,524.5,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,8.560,7.15+0.33*2+0.75,,1,,162=162,162,1386.7,4132.4,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,11.260,9.85+0.33*2+0.75,,1,,5=5,5,56.3,167.8,,附加筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,5.600,2.3*2+1.0,,1,,72=72,72,403.2,1552.3,,撐腳,,,,,,,,,,,,,,,,&&,

,,9CT12a,28,4.830,9.630,7.85+0.82+0.96,,1,,102=102,102,982.3,4744.3,,主筋1,,,,,,,,,,,,,,,,&&,

,,,28,4.830,11.080,10.12+0.96,,1,,66=66,66,731.3,3532.1,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,3.050,0.8+2.25,,1,,138=138,138,420.9,509.3,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,29.380,27.12+0.48*3+0.41*2,,1,,12=12,12,352.6,426.6,,分布筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,9.460,8.05+0.33*2+0.75,,1,,69=69,69,652.7,1945.2,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,11.530,10.12+0.33*2+0.75,,1,,55=55,55,634.2,1889.8,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,5.600,2.3*2+1.0,,1,,82=82,82,459.2,1368.4,,撐腳,,,,,,,,,,,,,,,,&&,

,,9CT4,22,2.980,4.450,4.45,,2,,41*2=82,164,729.8,2174.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.350,0.8+1.55,,2,,91=91,182,427.7,517.5,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,18.480,4.5*4+0.48,,2,,9=9,18,332.6,402.5,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,4.870,4.45+0.21*2,,2,,31*2=62,124,603.9,730.7,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,4.200,1.6*2+1.0,,2,,21=21,42,176.4,525.7,,撐腳,,,,,,,,,,,,,,,,&&,

,,10CT4,22,2.980,4.950,4.95,,1,,45*2=90,90,445.5,1327.6,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.650,0.8+1.85,,1,,126=126,126,333.9,404.0,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,20.960,20.0+0.48*2,,1,,10=10,10,209.6,253.6,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,5.370,4.95+0.21*2,,1,,34*2=68,68,365.2,441.8,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,4.800,1.9*2+1.0,,1,,26=26,26,124.8,371.9,,撐腳,,,,,,,,,,,,,,,,&&,

,,"7CT6,7CT6a",22,2.980,3.450,3.45,,3,,38=38,114,393.3,1172.0,,主筋1,,,,,,,,,,,,,,,,&&,

,,<3個(gè)>,22,2.980,5.550,5.55,,1,,35=35,35,194.3,578.9,,主筋1,,,,,,,,,,,,,,,,&&,

,,,25,3.850,5.550,5.55,,2,,35=35,70,388.5,1495.7,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.350,0.8+1.55,,3,,92=92,276,648.6,784.8,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,19.160,(3.5+5.6)*2+0.48*2,,3,,9=9,27,517.3,626.0,,箍筋1,,,,,,,,,,,,,,,,&&,

,,8CT3,25,3.850,4.200,4.2,,1,,11*3=33,33,138.6,533.6,,主筋1,,,,,,,,,,,,,,,,&&,

,,,12,0.888,3.324,3.324,,1,,10=10,10,33.2,29.5,,分布筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.350,0.8+1.55,,1,,62=62,62,145.7,176.3,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,12.808,12.328+0.48,,1,,9=9,9,115.3,139.5,,箍筋1,,,,,,,,,,,,,,,,&&,

,,6CT1,12,0.888,3.810,1.15+(0.18+1.15)*2,,2,,9*2=18,36,137.2,121.8,,U型3,,,,,,,,,,,,,,,,&&,

,,,12,0.888,4.800,1.2*4,,2,,1=1,2,9.6,8.5,,箍筋1,,,,,,,,,,,,,,,,&&,

,,9CT5c,28,4.830,12.710,11.75+0.96,,1,,20=20,20,254.2,1227.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,10,0.617,16.680,7.8+4.44*2,,1,,80=80,80,1334.4,823.3,,箍筋2,,,,,,,,,,,,,,,,&&,

,,,12,0.888,29.030,(11.8+2.1)*2+0.41*3,,1,,1=1,1,29.0,25.8,,箍筋1,,,,,,,,,,,,,,,,&&,

,,8CT4a,20,2.470,4.450,4.45,,1,,29=29,29,129.1,318.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,3.750,3.75,,1,,27=27,27,101.3,301.7,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.350,0.8+1.55,,1,,84=84,84,197.4,238.9,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,17.560,16.6+0.48*2,,1,,9=9,9,158.0,191.2,,箍筋1,,,,,,,,,,,,,,,,&&,

,,9CT5a,22,2.980,5.720,5.72,,1,,53*2=106,106,606.3,1806.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,3.050,0.8+2.25,,1,,116=116,116,353.8,428.1,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,24.028,23.068+0.48*2,,1,,12=12,12,288.3,348.9,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,6.130,5.71+0.42,,1,,39*2=78,78,478.1,578.5,,附加筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,5.600,2.3*2+1.0,,1,,45=45,45,252.0,751.0,,撐腳,,,,,,,,,,,,,,,,&&,

,,CTA,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,<x底筋>,28,4.830,23.510,15.85+2.87*2+0.96*2[4剖],,1,,27=27,27,634.8,3065.9,,U型3,,,,,,,,,,,,,,,,&&,

,,,28,4.830,9.630,"8.25+0.42+0.96[5,6剖西]",,1,,28=28,28,269.6,1302.4,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,28,4.830,12.600,"11.64+0.96[5,6,5a剖東]",,1,,53=53,53,667.8,3225.5,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,28,4.830,6.670,5.8+0.87[5a剖西],,1,,27=27,27,180.1,869.8,,下筋2,,,,,,,,,,,,,,,,&&,

,,,28,4.830,21.510,0.87+15.85+2.87+0.96*2[4a剖],,1,,50=50,50,1075.5,5194.7,,U型3,,,,,,,,,,,,,,,,&&,

,,,28,4.830,11.770,(1.79+0.87)*2+6.45[坑],,1,,40=40,40,470.8,2274.0,,梯形筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,11.690,(1.79+0.83)*2+6.45[坑],,1,,40=40,40,467.6,1800.3,,附加筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,5.800,"3.80+2.0[5,6,5a剖]",,1,,54=54,54,313.2,1205.8,,附加筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,7.010,"4.15+2.86[4,4a剖]",,1,,76=76,76,532.8,2051.1,,附加筋,,,,,,,,,,,,,,,,&&,

,,<y底筋>,25,3.850,23.210,"15.85+2.83*2+0.85*2[3,3a剖]",,1,,65=65,65,1508.7,5808.3,,U型3,,,,,,,,,,,,,,,,&&,

,,,25,3.850,10.260,"5.85+2.83+0.73+0.85[1,2剖南]",,1,,72=72,72,738.7,2844.1,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,6.600,"3.04+2.83+0.73[1,2剖北]",,1,,72=72,72,475.2,1829.5,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,9.610,(1.79+0.73)*2+4.57[坑],,1,,55=55,55,528.6,2034.9,,梯形筋,,,,,,,,,,,,,,,,&&,

,,<側(cè)構(gòu)造筋>,25,3.850,26.340,23.79+0.85*3[坑坡側(cè)],,1,,13=13,13,342.4,1318.3,,箍筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,57.180,53.48+0.41*2+0.48*6,,1,,14=14,14,800.5,968.6,,構(gòu)造筋,,,,,,,,,,,,,,,,&&,

,,<上部鋼筋>,25,3.850,18.460,15.3+0.73*2+0.85*2,,1,,114=114,114,2104.4,8102.1,,負(fù)筋2,,,,,,,,,,,,,,,,&&,

,,,25,3.850,3.860,2.4+0.73*2,,1,,21=21,21,81.1,312.1,,主筋1,,,,,,,,,,,,,,,,&&,

,,,25,3.850,19.920,12.9+0.38*2+2.28*2+0.85*2,,1,,21=21,21,418.3,1610.5,,負(fù)筋1,,,,,,,,,,,,,,,,&&,

,,,25,3.850,19.060,15.9+0.73*2+0.85*2,,1,,130=130,130,2477.8,9539.5,,主筋1,,,,,,,,,,,,,,,,&&,

,,,25,3.850,6.000,2.5*2+1.0,,1,,244=244,244,1464.0,5636.4,,撐腳,,,,,,,,,,,,,,,,&&,

,,CTB,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,<x底筋>,22,2.980,11.520,0.33+9.8+0.64+0.75[10a剖],,1,,11=11,11,126.7,377.6,,U型2,,,,,,,,,,,,,,,,&&,

,,,22,2.980,12.680,"3.58+5.16+3.19+0.75[7,8剖下]",,1,,41=41,41,519.9,1549.2,,U型3,,,,,,,,,,,,,,,,&&,

,,,22,2.980,2.500,"1.53+0.33+0.64[7,8剖西]",,1,,64=64,64,160.0,476.8,,下筋2,,,,,,,,,,,,,,,,&&,

,,,22,2.980,3.080,1.8+0.64*2[7~9剖東],,1,,82=82,82,252.6,752.6,,下筋3,,,,,,,,,,,,,,,,&&,

,,,22,2.980,10.980,5.36+2.43+3.19[9剖下],,1,,20=20,20,219.6,654.4,,U型3,,,,,,,,,,,,,,,,&&,

,,,22,2.980,3.030,0.33+2.70[9剖西],,1,,20=20,20,60.6,180.6,,下筋2,,,,,,,,,,,,,,,,&&,

,,,25,3.850,12.290,0.38+8.62+2.44+0.85[10剖],,1,,25=25,25,307.3,1182.9,,U型3,,,,,,,,,,,,,,,,&&,

,,,25,3.850,11.620,0.38+7.95+2.44+0.85[10剖],,1,,16=16,16,185.9,715.8,,U型3,,,,,,,,,,,,,,,,&&,

,,,25,3.850,6.450,3.15+1.65*2[11剖坑],,1,,19=19,19,122.6,471.8,,梯形筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,2.480,0.33+2.15[11剖西],,1,,20=20,20,49.6,191.0,,下筋2,,,,,,,,,,,,,,,,&&,

,,,25,3.850,5.420,3.19+1.85+0.38,,1,,20=20,20,108.4,417.3,,Z型筋,,,,,,,,,,,,,,,,&&,

,,<y底筋>,22,2.980,11.410,10.66+0.75[13剖坑],,1,,9=9,9,102.7,306.0,,,,,,,,,,,,,,,,,,&&,

,,,22,2.980,4.970,0.33+2.85+1.79[13剖B],,1,,17=17,17,84.5,251.8,,,,,,,,,,,,,,,,,,&&,

,,,22,2.980,6.360,5.08+0.64*2[13剖-5.55米],,1,,33=33,33,209.9,625.4,,主筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,5.470,3.04+2.43[13剖-7.1米],,1,,46=46,46,251.6,749.8,,,,,,,,,,,,,,,,,,&&,

,,,22,2.980,11.278,10.528+0.75[13-8.1米],,1,,44=44,44,496.2,1478.8,,,,,,,,,,,,,,,,,,&&,

,,,22,2.980,4.180,2.0+1.85+0.33[13剖北],,1,,49=49,49,204.8,610.4,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,27.030,24.78+0.75*3,,1,,16=16,16,432.5,1288.8,,下筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,12.100,0.33+1.85+9.17+0.75[12剖],,1,,20=20,20,242.0,721.2,,Z型筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,23.203,20.423+0.64*2+0.75*2[東坡側(cè)],,1,,15=15,15,348.0,1037.2,,主筋1,,,,,,,,,,,,,,,,&&,

,,<側(cè)構(gòu)造筋>,22,2.980,15.330,15.33[-8.1米區(qū)],,1,,24=24,24,367.9,1096.4,,主筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,10.730,8.70+2.03[-7.1米區(qū)],,1,,15=15,15,161.0,479.6,,構(gòu)造筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,9.300,8.0+0.41*2+0.48[南北],,1,,9*2=18,18,167.4,202.6,,構(gòu)造筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,156.780,8.82*14+3.7*9[7~9東],,1,,1=1,1,156.8,189.7,,構(gòu)造筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,4.480,4.0+0.48[集水坑],,1,,5=5,5,22.4,27.1,,構(gòu)造筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,15.080,(5.4+1.9)*2+0.48[梯坑],,1,,14=14,14,211.1,255.5,,構(gòu)造筋,,,,,,,,,,,,,,,,&&,

,,<檢修孔處>,Φ8,0.395,3.600,3.0+0.3*2,,1,,8*2=16,16,57.6,22.8,,坑蓋板,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,1.300,1.0+0.3,,1,,21*2=42,42,54.6,21.6,,坑蓋板,,,,,,,,,,,,,,,,&&,

,,,14,1.210,2.320,1.5+0.41*2,,1,,4=4,4,9.3,11.2,,修孔梁,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,1.200,1.2,,1,,9=9,9,10.8,4.3,,修孔梁,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,2.500,1.9+0.3*2,,1,,16=16,16,40.0,15.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,3.600,3.0+0.6,,1,,11=11,11,39.6,15.6,,主筋1,,,,,,,,,,,,,,,,&&,

,,<雙層撐腳>,22,2.980,5.500,2.25*2+1.0,,1,,172=172,172,946.0,2819.1,,撐腳,,,,,,,,,,,,,,,,&&,

,,<上部鋼筋>,22,2.980,10.080,8.67+0.33*2+0.75,,1,,160=160,160,1612.8,4806.1,,上筋1,,,,,,,,,,,,,,,,&&,

,,,22,2.980,22.580,20.42+0.33*2+0.75*2,,1,,68=68,68,1535.4,4575.6,,上筋1,,,,,,,,,,,,,,,,&&,

二,地梁,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,DL34,25,3.850,81.610,(19.96+10.71+14.91)+5.66+10.71*2+8.95,,1,,6+6=12,12,979.3,3770.4,,主筋1,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,4.280,0.4*2.7+0.8*4,,1,,596=596,596,2550.9,1007.6,,箍筋2,,,,,,,,,,,,,,,,&&,

,,DL29,25,3.850,160.430,9.25+38.46+14.91+38.46+23.0*2+13.35,,1,,7+7=14,14,2246.0,8647.2,,主筋1,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,4.280,0.4*2.7+0.8*4,,1,,1360=1360,1360,5820.8,2299.2,,箍筋2,,,,,,,,,,,,,,,,&&,

,,DL30,25,3.850,51.860,23.0+13.35+15.51,,1,,7+7=14,14,726.0,2795.3,,主筋1,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,4.280,0.4*2.7+0.8*4,,1,,445=445,445,1904.6,752.3,,箍筋2,,,,,,,,,,,,,,,,&&,

,,DL31,25,3.850,21.420,10.71*2,,1,,7+7=14,14,299.9,1154.5,,主筋1,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,4.550,0.5*2.7+0.8*4,,1,,168=168,168,764.4,301.9,,箍筋2,,,,,,,,,,,,,,,,&&,

,,DL36,25,3.850,11.110,11.11,,1,,7+7=14,14,155.5,598.8,,主筋1,,,,,,,,,,,,,,,,&&,

,,,Φ8,0.395,4.280,0.4*2.7+0.8*4,,1,,88=88,88,376.6,148.8,,箍筋2,,,,,,,,,,,,,,,,&&,

,,DL33,32,6.310,6.260,6.26,,1,,12=12,12,75.1,474.0,,上筋1,,,,,,,,,,,,,,,,&&,

,,,25,3.850,5.860,5.86,,1,,8=8,8,46.9,180.5,,下筋1,,,,,,,,,,,,,,,,&&,

,,,10,0.617,7.220,0.6*2.7+1.4*4,,1,,45=45,45,324.9,200.5,,箍筋2,,,,,,,,,,,,,,,,&&,

,,DL32,25,3.850,10.310,10.31,,1,,12+12=24,24,247.4,952.6,,主筋1,,,,,,,,,,,,,,,,&&,

,,,10,0.617,6.950,0.5*2.7+1.4*4,,1,,80=80,80,556.0,343.1,,箍筋2,,,,,,,,,,,,,,,,&&,

三,底板筋,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,<x向筋>,,14,1.210,29.310,"29.31[2~6/B~E塊,通筋]",,1,,104+17*2=138,138,4044.8,4894.2,,上下筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,17.030,13.75+0.82*4[E軸承臺(tái)間],,1,,20=20,20,340.6,412.1,,下層筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,7.600,"5.14+0.82*3[C,D承臺(tái)間]",,1,,68=68,68,516.8,625.3,,下層筋,,,,,,,,,,,,,,,,&&,

,,2~9/A~B塊,14,1.210,2922.80,59.4*22+64.64*25,,1,,2=2,2,5845.6,7073.2,,上下筋,,,,,,,,,,,,,,,,&&,

,,7~9/C~E塊,14,1.210,11.370,10.27+0.21+0.41+0.48,,1,,96*2=192,192,2183.0,2641.5,,上下筋,,,,,,,,,,,,,,,,&&,

,<y向筋>,,14,1.210,21.760,20.38+0.42+0.48*2,,1,,250+70=320,320,6963.2,8425.5,,上層筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,3.160,2.34+0.41*2[3~5/D~E承臺(tái)間],,1,,93=93,93,293.9,355.6,,下層筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,5.790,5.79[2~6/E空間],,1,,95=95,95,550.1,665.6,,下層筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,11.200,9.9+0.41*2+0.48[B~C承臺(tái)間],,1,,38=38,38,425.6,515.0,,下層筋,,,,,,,,,,,,,,,,&&,

,,,14,1.210,6.010,6.01[1~7/A~B間],,1,,338=338,338,2031.4,2458.0,,主筋1,,,,,,,,,,,,,,,,&&,

,,,14,1.210,1.800,0.4*2+1.0[含部分承臺(tái)],,1,,450=450,450,810.0,980.1,,撐腳,,,,,,,,,,,,,,,,&&,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

四,柱工程,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,AKZ1,-3.65~15.55,25,3.850,25.550,19.2+2.3+0.25+0.95*4[-1~3F],,5,,20+4=24,120,3066.0,11804.1,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,17.430,4.72+(3.34+2.46)*2+1.11,,5,,38=38,190,3311.7,2940.8,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,,12,0.888,16.830,4.52+(3.14+2.46)*2+1.11,,5,,156=156,780,13127.4,11657.1,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,15.55~34.35,25,3.850,24.500,18.8+0.95*6[4~9F],,5,,20+4=24,120,2940.0,11319.0,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,16.230,4.32+(2.94+2.46)*2+1.11,,5,,188=188,940,15256.2,13547.5,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,34.35~46.35,25,3.850,16.750,12.0+0.95*5[10~13F],,5,,16+4=20,100,1675.0,6448.8,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,13.760,3.92+(2.7+2.22)*2,,5,,120=120,600,8256.0,7331.3,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,46.35~55.35,22,2.980,11.550,9.0+0.85*3[14~16F],,6,,14=14,84,970.2,2891.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,11.850,9.0+0.95*3[14~16F],,6,,4=4,24,284.4,1094.9,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,11.870,3.72+2.58+1.21+2.18*2,,6,,90=90,540,6409.8,5691.9,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,55.35~67.35,22,2.980,15.400,12.0+0.85*4[17~20F],,6,,12+4=16,96,1478.4,4405.6,,主筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,10.460,3.28+2.7+1.07+2.54+0.87,,6,,120=120,720,7531.2,4646.8,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,67.35~76.35,20,2.470,11.250,9.0+0.75*3[21~23F],,5,,12=12,60,675.0,1667.3,,主筋,,,,,,,,,,,,,,,,&&,

,,<含AKZ1a>,22,2.980,11.550,9.0+0.85*3[AKZ1a],,1,,12+4=16,16,184.8,550.7,,主筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,11.550,9.0+0.85*3,,5,,4=4,20,231.0,688.4,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,7.930,2.88+2.14*2+0.77,,6,,90=90,540,4282.2,2642.1,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,76.35~85.35,18,2.000,11.010,9.0+0.67*3[24~26F],,5,,12=12,60,660.6,1321.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,18,2.000,11.010,9.0+0.67*3,,6,,4=4,24,264.2,528.5,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,6.440,2.68+1.94+1.82,,6,,90=90,540,3477.6,2145.7,,復(fù)合箍2,,,,,,,,,,,,,,,,&&,

,,85.35~91.15,22,2.980,7.020,5.80+0.95+0.27,,6,,14=14,84,589.7,1757.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,0.950,0.95[上筋比下筋多],,6,,4=4,24,22.8,67.9,,主筋,,,,,,,,,,,,,,,,&&,

,,,16,1.580,6.670,5.80+0.67+0.20,,6,,6=6,36,240.1,379.4,,主筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,6.440,2.68+1.94+1.82,,6,,58=58,348,2241.1,1382.8,,復(fù)合箍2,,,,,,,,,,,,,,,,&&,

,,,25,3.850,0.300,0.30[下筋比上筋多],,6,,2+4+4=10,60,18.0,69.3,,錨段,,,,,,,,,,,,,,,,&&,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,AKZ1a,-3.65~-0.05,25,3.850,7.100,3.6+2.3+0.25+0.95[-1F],,1,,36=36,36,255.6,984.1,,主筋,,,,,,,,,,,,,,,,&&,

,,,32,6.310,7.420,3.6+2.3+0.32+1.2,,1,,4=4,4,29.7,187.3,,角筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,17.430,4.72+(3.34+2.46)*2+1.11,,1,,38=38,38,662.3,588.2,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,-0.05~15.55,25,3.850,6.150,5.20+0.95[1F],,1,,32+4=36,36,221.4,852.4,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,12.300,"10.4+0.95*2[2,3F,AKZ1]",,1,,20+4=24,24,295.2,1136.5,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,16.830,4.52+(3.14+2.46)*2+1.11,,1,,156=156,156,2625.5,2331.4,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,15.55~34.35,25,3.850,11.850,9.0+0.95*3[6~9F],,1,,20+4=24,24,284.4,1094.9,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,8.700,6.80+0.95*2[4~5F],,1,,32+4=36,36,313.2,1205.8,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,0.950,0.95[上筋比下筋多],,1,,12=12,12,11.4,43.9,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,16.230,4.32+(2.94+2.46)*2+1.11,,1,,158=158,158,2564.3,2277.1,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,34.35~46.35,25,3.850,3.950,3.0+0.95[10F],,1,,20+4=24,24,94.8,365.0,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,11.850,9.0+0.95*3[11~13F],,1,,16+4=20,20,237.0,912.5,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,13.760,3.92+(2.7+2.22)*2,,1,,120=120,120,1651.2,1466.3,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,AKZ2→4,-3.65~15.55,25,3.850,25.550,19.2+2.3+0.25+0.95*4[-1~3F],,4,,18+4=22,88,2248.4,8656.3,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,16.070,4.32+(2.94+2.38)*2+1.11,,4,,192+2=194,776,12470.3,11073.6,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,15.55~31.35,25,3.850,20.550,15.8+0.95*5[4~8F],,4,,14+4=18,72,1479.6,5696.5,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,12.850,3.92+3.18+1.31+2.22*2,,4,,158=158,632,8121.2,7211.6,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,31.35~40.35,22,2.980,11.550,9.0+0.85*3[9~11F],,4,,14+4=18,72,831.6,2478.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,11.390,3.48+2.86+1.17+1.94*2,,4,,90=90,360,4100.4,2529.9,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,40.35~55.35,20,2.470,18.750,15.0+0.75*5[12~16F],,4,,12=12,48,900.0,2223.0,,主筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,19.250,15.0+0.85*5,,4,,4=4,16,308.0,917.8,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,10.340,3.28+2.66+1.07+2.46+0.87,,4,,150=150,600,6204.0,3827.9,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,55.35~67.35,20,2.470,15.000,12.0+0.75*4[19~20F],,4,,12+4=16,64,960.0,2371.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,7.950,2.9+2.14+2.14+0.77,,4,,120=120,480,3816.0,2354.5,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,67.35~76.35,18,2.000,11.010,"9.0+0.67*3[21~23F,AKZ2~4]",,4,,12+4=16,64,704.6,1409.3,,主筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,6.440,2.68+1.94+1.82,,4,,90=90,360,2318.4,1430.5,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,76.35~85.35,18,2.000,11.010,9.0+0.67*3[24~26F],,4,,12+4=16,64,704.6,1409.3,,主筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,5.960,2.48+1.74*2,,4,,90=90,360,2145.6,1323.8,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,85.35~91.15,25,3.850,7.200,5.8+1.1+0.3[27F],,4,,14=14,56,403.2,1552.3,,主筋,,,,,,,,,,,,,,,,&&,

,,,16,1.580,6.680,5.8+0.68+0.2,,4,,6=6,24,160.3,253.3,,主筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,5.960,2.48+1.74*2,,4,,58=58,232,1382.7,853.1,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,AKZ5,-3.65~15.55,22,2.980,25.120,19.2+2.3+0.22+0.85*4,,2,,16=16,32,803.8,2395.4,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,25.550,19.2+2.3+0.25+0.95*4,,2,,4=4,8,204.4,786.9,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,13.560,3.88+(2.5+2.34)*2,,2,,194=194,388,5261.3,3246.2,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,15.55~31.35,22,2.980,20.050,15.8+0.85*5,,2,,12=12,24,481.2,1434.0,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,20.550,15.8+0.95*5,,2,,4=4,8,164.4,632.9,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,10.920,3.48+2.74+1.07+2.66+0.97,,2,,158=158,316,3450.7,2129.1,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,31.35~46.35,20,2.470,18.750,15.0+0.75*5,,2,,12=12,24,450.0,1111.5,,主筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,19.250,15.0+0.85*5,,2,,4=4,8,154.0,458.9,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,9.720,3.08+2.46+0.97+2.34+0.87,,2,,150=150,300,2916.0,1799.2,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,46.35~61.35,18,2.000,18.350,15.0+0.67*5[14~18F],,2,,12=12,24,440.4,880.8,,主筋,,,,,,,,,,,,,,,,&&,

,,,20,2.470,18.750,15.0+0.75*5,,2,,4=4,8,150.0,370.5,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,6.440,2.68+1.94+1.82,,2,,150=150,300,1932.0,1192.0,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,61.35~76.35,16,1.580,18.400,15.0+0.68*5[19~23F],,2,,12=12,24,441.6,697.7,,主筋,,,,,,,,,,,,,,,,&&,

,,,20,2.470,18.750,15.0+0.75*5,,2,,4=4,8,150.0,370.5,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,5.960,2.48+1.74*2,,2,,150=150,300,1788.0,1103.2,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,76.35~91.15,16,1.580,18.070,14.8+0.68*4+0.55[24~27F],,2,,12=12,24,433.7,685.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,18,2.000,18.400,14.8+0.75*4+0.6,,2,,4=4,8,147.2,294.4,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,5.960,2.48+1.74*2,,2,,148=148,296,1764.2,1088.5,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

$,,,,,,項(xiàng)目小計(jì),共10項(xiàng),,,共計(jì)462619kg,,,,,,,,,,,,,,,,,,10,,,,

∑1,GJ,,Φ6.5,0.260,,重量=4718.8kg,,,,<項(xiàng)目小計(jì)>,,18149.3,4718.8,,,,,,,,,,,,,,,$,,,&&,

∑2,GJ,,Φ8,0.395,,重量=24738.7kg,,,,<項(xiàng)目小計(jì)>,,62629.7,24738.7,,,,,,,,,,,,,,,$,,,&&,

∑3,GJ,,10,0.617,,重量=101508.7kg,,,,<項(xiàng)目小計(jì)>,,164519.8,101508.7,,,,,,,,,,,,,,,$,,,&&,

∑4,GJ,,12,0.888,,重量=132770.8kg,,,,<項(xiàng)目小計(jì)>,,149516.7,132770.8,,,,,,,,,,,,,,,$,,,&&,

∑5,GJ,,14,1.210,,重量=25054.1kg,,,,<項(xiàng)目小計(jì)>,,20705.9,25054.1,,,,,,,,,,,,,,,$,,,&&,

∑6,GJ,,16,1.580,,重量=31509.8kg,,,,<項(xiàng)目小計(jì)>,,19942.9,31509.8,,,,,,,,,,,,,,,$,,,&&,

∑7,GJ,,18,2.000,,重量=45767.5kg,,,,<項(xiàng)目小計(jì)>,,22883.7,45767.5,,,,,,,,,,,,,,,$,,,&&,

∑8,GJ,,20,2.470,,重量=53703.5kg,,,,<項(xiàng)目小計(jì)>,,21742.3,53703.5,,,,,,,,,,,,,,,$,,,&&,

∑9,GJ,,22,2.980,,重量=32643.9kg,,,,<項(xiàng)目小計(jì)>,,10954.3,32643.9,,,,,,,,,,,,,,,$,,,&&,

∑10,GJ,,25,3.850,,重量=10202.9kg,,,,<項(xiàng)目小計(jì)>,,2650.1,10202.9,,,,,,,,,,,,,,,$,,,&&,

,AKZ6,-3.65~15.55,22,2.980,25.120,19.2+2.3+0.22+0.85*4,,3,,16=16,48,1205.8,3593.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,25.550,19.2+2.3+0.25+0.95*4,,3,,4=4,12,306.6,1180.4,,角筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,13.760,3.92+(2.54+2.38)*2,,3,,194=194,582,8008.3,7111.4,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,15.55~31.35,22,2.980,20.050,15.8+0.85*5[4~8F],,3,,16=16,48,962.4,2868.0,,主筋,,,,,,,,,,,,,,,,&&,

,,,25,3.850,20.550,15.8+0.95*5,,3,,4=4,12,246.6,949.4,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,12.880,3.68+2.3*4,,3,,158=158,474,6105.1,3766.9,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,31.35~46.35,22,2.980,19.250,15.0+0.85*5[9~13F],,3,,12+4=16,48,924.0,2753.5,,主筋,,,,,,,,,,,,,,,,&&,

,,,12,0.888,10.500,3.32+(2.58+1.01)*2,,3,,150=150,450,4725.0,4195.8,,復(fù)合箍2,,,,,,,,,,,,,,,,&&,

,,46.35~61.35,20,2.470,18.750,15.0+0.75*5[14~18F],,3,,12=12,36,675.0,1667.3,,主筋,,,,,,,,,,,,,,,,&&,

,,,22,2.980,19.250,15.0+0.85*5,,3,,4=4,12,231.0,688.4,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,9.720,3.08+2.46+0.97+2.34+0.87,,3,,150=150,450,4374.0,2698.8,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,61.35~76.35,18,2.000,18.350,15.0+0.67*5[19~23F],,3,,12=12,36,660.6,1321.2,,主筋,,,,,,,,,,,,,,,,&&,

,,,20,2.470,18.750,15.0+0.75*5,,3,,4=4,12,225.0,555.8,,角筋,,,,,,,,,,,,,,,,&&,

,,,10,0.617,6.440,2.68+1.94+1.82,,3,,150=150,450,2898.0,1788.1,,復(fù)合箍3,,,,,,,,,,,,,,,,&&,

,,76.35~85.35,18,2.000,11.340,"9.0+0.78*3[24~26F,AKZ6,7]",,6,,12+4=16,96,1088.6,2177.3,,主筋,,,,,,,,,,,,,,,,&&,

,,"<AKZ6,7>",Φ8,0.395,5.840,2.44+1.7*2,,6,,90=90,540,3153.6,1245.7,,復(fù)合箍2,,,,,,,,,,,,,,,,&&,

,,85.35~91.15,22,2.980,7.350,5.8+0.95+0.6,,6,,7+7=14,84,617.4,1839.9,,主筋,,,,,,,,,,,