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序號,項目名稱,構(gòu)件個數(shù),部位,筋號,"鋼筋
型號","單根
工程量",單根長度計算公式,根數(shù),根數(shù)計算公式,"總工程量
（m）",,,,
1,KL1(1)250x600,1,3.00標高,上部通長,Ⅲ22,8.600,7.5+0.25+0.25-2*0.03+15*0.022*2,2.00,2,17.200,,鋼筋統(tǒng)計匯總表,,
2,,1,,下部筋,Ⅲ20,8.540,7.5+0.25+0.25-2*0.03+15*0.020*2,4.00,4,34.160,,箍筋,長度,重量t
3,,1,,支座鋼筋,Ⅲ22,3.333,0.8-0.03+15*0.022+（7.5-0.55-0.25）/3,2.00,2,6.667,,Ⅰ6.,0.000,0.000
4,,1,,支座鋼筋,Ⅲ22,3.033,0.5-0.03+15*0.022+（7.5-0.55-0.25）/3,2.00,2,6.067,,Ⅰ8.,0.000,0.000
5,,1,,支座鋼筋,Ⅲ22,2.775,0.8-0.03+15*0.022+（7.5-0.55-0.25）/4,2.00,2,5.550,,Ⅰ10.,0.000,0.000
6,,1,,支座鋼筋,Ⅲ22,2.475,0.5-0.03+15*0.022+（7.5-0.55-0.25）/4,2.00,2,4.950,,直筋,,
7,,1,,箍筋加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,20.00,（1.5*0.6/0.1+1）*2,34.288,,Ⅰ6,0.000,0.000
8,,1,,箍筋非加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,32.00,（7.5-0.55-0.25-1.5*0.6*2）/0.15-1,54.861,,Ⅰ8,799.937,0.316
9,,1,,附加箍筋,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,6.00,6,10.286,,Ⅰ10,0.000,0.000
10,,1,,構(gòu)造鋼筋,Ⅰ12,6.988,7.5-0.55-0.25+2*12*0.012,4.00,4,27.952,,Ⅰ12,143.460,0.127
11,,1,,拉筋,Ⅰ8,0.396,0.25-2*0.03+25.8*0.008,45.00,（7.5-0.55-0.25）/0.3*2,17.838,,Ⅱ10,0.000,0.000
12,L1(1)250x600,1,3.00標高,上部通長,Ⅲ14,8.235,7.5+0.125+0.25-2*0.03+15*2*0.014,2.00,2,16.470,,Ⅱ12,0.000,0.000
13,,1,,下部筋,Ⅲ20,8.415,7.5+0.125+0.25-2*0.03+15*2*0.020,4.00,4,33.660,,Ⅱ14,0.000,0.000
14,,1,,支座鋼筋,Ⅲ14,2.888,0.25-0.03+15*0.014+（7.5-0.125）/3,2.00,2,5.777,,Ⅱ16,0.000,0.000
15,,1,,箍筋,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,38.00,（7.5-0.125）/0.2+1,65.147,,Ⅱ18,0.000,0.000
16,,1,,構(gòu)造鋼筋,Ⅰ12,7.663,7.5-0.125+2*12*0.012,4.00,4,30.652,,Ⅱ20,0.000,0.000
17,,1,,拉筋,Ⅰ8,0.396,0.25-2*0.03+25.8*0.008,37.00,（7.5-0.125）/0.4*2,14.667,,Ⅱ22,0.000,0.000
18,KL2(1)250x600,1,3.00標高,上部通長,Ⅲ18,8.430,7.5+0.25+0.2-2*0.03+15*0.018*2,2.00,2,16.860,,Ⅱ25,0.000,0.000
19,,1,,下部筋,Ⅲ18,8.430,7.5+0.25+0.2-2*0.03+15*0.018*2,2.00,2,16.860,,Ⅲ14,68.823,0.083
20,,1,,下部筋,Ⅲ16,8.370,7.5+0.25+0.2-2*0.03+15*0.016*2,2.00,2,16.740,,Ⅲ16,51.140,0.081
21,,1,,支座鋼筋,Ⅲ20,3.187,0.6-0.03+15*0.02+（7.5-0.35-0.2）/3,2.00,2,6.373,,Ⅲ18,59.970,0.120
22,,1,,支座鋼筋,Ⅲ18,2.957,0.4-0.03+15*0.018+（7.5-0.35-0.2）/3,2.00,2,5.913,,Ⅲ20,222.017,0.547
23,,1,,箍筋加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,20.00,（1.5*0.6/0.1+1）*2,34.288,,Ⅲ22,105.033,0.313
24,,1,,箍筋非加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,33.00,（7.5-0.35-0.25-1.5*0.6*2）/0.15-1,56.575,,Ⅲ25,37.595,0.145
25,,1,,附加箍筋,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,6.00,6,10.286,,合計,1487.975,1.733
26,,1,,構(gòu)造鋼筋,Ⅰ12,7.238,7.5-0.35-0.2+2*12*0.012,4.00,4,28.952,,,,
27,,1,,拉筋,Ⅰ8,0.396,0.25-2*0.03+25.8*0.008,47.00,（7.5-0.35-0.2）/0.3*2,18.631,,,,
28,L2(2)250x400,1,3.00標高,上部通長,Ⅲ14,8.110,7.5+0.25-2*0.03+2*15*0.014,3.00,3,24.330,,,,
29,,1,,下部筋,Ⅲ20,8.110,7.5+0.25-2*0.03+2*15*0.014,3.00,3,24.330,,,,
30,,1,,箍筋,Ⅰ8,1.314,（0.25+0.4）*2-8*0.03+31.8*0.008,36.00,（7.5-0.25*2）/0.2+1,47.318,,,,
31,,1,,附加箍筋,Ⅰ8,1.314,（0.25+0.4）*2-8*0.03+31.8*0.008,12.00,12,15.773,,,,
32,L3(2)250x400,1,3.00標高,上部通長,Ⅲ20,8.110,7.5+0.25-2*0.03+2*15*0.014,3.00,3,24.330,,,,
33,,1,,下部筋,Ⅲ20,8.110,7.5+0.25-2*0.03+2*15*0.014,3.00,3,24.330,,,,
34,,1,,箍筋,Ⅰ8,1.314,（0.25+0.4）*2-8*0.03+31.8*0.008,36.00,（7.5-0.25*2）/0.2+1,47.318,,,,
35,,1,,附加箍筋,Ⅰ8,1.314,（0.25+0.4）*2-8*0.03+31.8*0.008,12.00,12,15.773,,,,
36,KL3(1)250x650,1,3.00標高,上部通長,Ⅲ22,8.700,7.5+0.2+0.4-2*0.03+15*0.022*2,2.00,2,17.400,,,,
37,,1,,下部筋,Ⅲ20,8.700,7.5+0.2+0.4-2*0.03+15*0.022*2,4.00,4,34.800,,,,
38,,1,,支座鋼筋,Ⅲ22,3.400,0.8-0.03+15*0.022+（7.5-0.2-0.4）/3,2.00,2,6.800,,,,
39,,1,,支座鋼筋,Ⅲ22,3.000,0.4-0.03+15*0.022+（7.5-0.2-0.4）/3,2.00,2,6.000,,,,
40,,1,,箍筋加密,Ⅰ8,1.814,（0.25+0.65）*2-8*0.03+31.8*0.008,22.00,（1.5*0.65/0.1+1）*2,39.917,,,,
41,,1,,箍筋非加密,Ⅰ8,1.814,（0.25+0.65）*2-8*0.03+31.8*0.008,31.00,（7.5-0.2-0.4-0.25-1.5*0.65*2）/0.15-1,56.246,,,,
42,,1,,附加箍筋,Ⅰ8,1.814,（0.25+0.65）*2-8*0.03+31.8*0.008,6.00,6,10.886,,,,
43,,1,,構(gòu)造鋼筋,Ⅰ12,6.988,7.5-0.55-0.25+2*12*0.012,4.00,4,27.952,,,,
44,,1,,拉筋,Ⅰ8,0.396,0.25-2*0.03+25.8*0.008,46.00,（7.5-0.2-0.4）/0.3*2,18.234,,,,
45,KL4(1)250x600,1,3.00標高,上部通長,Ⅲ25,8.690,7.5+0.25+0.25-2*0.03+15*0.025*2,2.00,2,17.380,,,,
46,,1,,下部筋,Ⅲ22,8.600,7.5+0.25+0.25-2*0.03+15*0.022*2,4.00,4,34.400,,,,
47,,1,,支座鋼筋,Ⅲ25,3.378,0.8-0.03+15*0.025+（7.5-0.55-0.25）/3,1.00,1,3.378,,,,
48,,1,,支座鋼筋,Ⅲ25,3.078,0.5-0.03+15*0.025+（7.5-0.55-0.25）/3,2.00,2,6.157,,,,
49,,1,,支座鋼筋,Ⅲ25,2.820,0.8-0.03+15*0.025+（7.5-0.55-0.25）/4,2.00,2,5.640,,,,
50,,1,,支座鋼筋,Ⅲ25,2.520,0.5-0.03+15*0.025+（7.5-0.55-0.25）/4,2.00,2,5.040,,,,
51,,1,,箍筋加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,20.00,（1.5*0.6/0.1+1）*2,34.288,,,,
52,,1,,箍筋非加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,24.00,（7.5-0.55-0.25-1.5*0.6*2）/0.2-1,41.146,,,,
53,,1,,構(gòu)造鋼筋,Ⅰ12,6.988,7.5-0.55-0.25+2*12*0.012,2.00,2,13.976,,,,
54,,1,,拉筋,Ⅰ8,0.396,0.25-2*0.03+25.8*0.008,17.00,（7.5-0.55-0.25）/0.4,6.739,,,,
55,L4(1)250x500,1,3.00標高,上部通長,Ⅲ14,8.235,7.5+0.125+0.25-2*0.03+15*2*0.014,2.00,2,16.470,,,,
56,,1,,下部筋,Ⅲ20,8.415,7.5+0.125+0.25-2*0.03+15*2*0.020,4.00,4,33.660,,,,
57,,1,,支座鋼筋,Ⅲ14,2.888,0.25-0.03+15*0.014+（7.5-0.125）/3,2.00,2,5.777,,,,
58,,1,,箍筋,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,38.00,（7.5-0.125）/0.2+1,65.147,,,,
59,KL5(1)250x600,1,3.00標高,上部通長,Ⅲ18,8.690,7.5+0.25+0.25-2*0.03+15*0.025*2,2.00,2,17.380,,,,
60,,1,,下部筋,Ⅲ16,8.600,7.5+0.25+0.25-2*0.03+15*0.022*2,4.00,4,34.400,,,,
61,,1,,支座鋼筋,Ⅲ20,3.187,0.6-0.03+15*0.02+（7.5-0.35-0.2）/3,2.00,2,6.373,,,,
62,,1,,支座鋼筋,Ⅲ18,2.957,0.4-0.03+15*0.018+（7.5-0.35-0.2）/3,1.00,1,2.957,,,,
63,,1,,箍筋加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,20.00,（1.5*0.6/0.1+1）*2,34.288,,,,
64,,1,,箍筋非加密,Ⅰ8,1.714,（0.25+0.6）*2-8*0.03+31.8*0.008,25.00,（7.5-0.35-0.2-1.5*0.6*2）/0.2-1,42.860,,,,
65,,1,,構(gòu)造鋼筋,Ⅰ12,6.988,7.5-0.55-0.25+2*12*0.012,2.00,2,13.976,,,,
66,,1,,拉筋,Ⅰ8,0.396,0.25-2*0.03+25.8*0.008,18.00,（7.5-0.35-0.2）/0.4,7.135,,,,
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