钢筋翻样重量计算重量自动计算

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一、筏板基础配筋,,,,,,,,,,,,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量

图号,结01,,,,,,,正扣反扣无扣对焊,,,,0.617,1.21,1.58,2,2.47,2.98,0.395,0.888,0.222

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,φ10,Φ14,Φ16,Φ18,Φ20,Φ22,φ8,Φ12,φ6

1,Φ14,150,,6820,,6820,34,,Φ14,34,6820,,280.5748,,,,,,,

2,Φ14,150,,5020,,5020,46,,Φ14,46,5020,,279.4132,,,,,,,

3,Φ14,150,210,6820,210,7180,34,,Φ14,34,7180,,295.3852,,,,,,,

4,Φ14,150,210,5020,210,5380,46,,Φ14,46,5380,,299.4508,,,,,,,

5,Φ12,600*600,120,220,,480,204,内径220,Φ12,204,480,,,,,,,,86.95296,

二、构造柱370*370,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,,,正扣反扣无扣对焊,结01,0,0,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ12,,150,3150,,3280,4,,Φ12,4,3280,,,,,,,,11.65056,

2,Φ12,,150,4150,,4280,4,,Φ12,4,4280,,,,,,,,15.20256,

3,φ6,,310,X,310,1420,18,,φ6,18,1420,,,,,,,,,5.67432

三、构造柱240*240,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,,,正扣反扣无扣对焊,结01,0,0,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ14,,150,3150,,3280,6,,Φ14,6,3280,,23.8128,,,,,,,

2,Φ14,,150,4150,,4280,6,,Φ14,6,4280,,31.0728,,,,,,,

3,φ6,,180,X,180,900,54,,φ6,54,900,,,,,,,,,10.7892

四、构造柱240*240，接,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,,,正扣反扣无扣对焊,结01,0,0,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ14,,,2950,210,3140,6,,Φ14,6,3140,,22.7964,,,,,,,

2,Φ14,,,1950,210,2140,6,,Φ14,6,2140,,15.5364,,,,,,,

3,φ6,,180,X,180,900,48,,φ6,48,900,,,,,,,,,9.5904

二、构造柱370*370，接,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,,,正扣反扣无扣对焊,结01,0,0,,,,,,,,,

1,Φ12,,,2950,180,3110,4,,Φ12,4,3110,,,,,,,,11.04672,

2,,,,1950,180,2110,4,,0,4,2110,,,,,,,,,

3,φ6,,310,X,310,1420,16,,φ6,16,1420,,,,,,,,,5.04384

五、过梁GL7154P,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,5,正扣反扣无扣对焊,结01,5,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ12,,,1930,,1930,20,,Φ12,20,1930,,,,,,,,34.2768,

2,φ6,,,320,,320,50,,φ6,50,320,,,,,,,,,3.552

六、过梁GL4103P,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,1,正扣反扣无扣对焊,结01,1,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ12,,,1930,,1930,3,,Φ12,3,1930,,,,,,,,5.14152,

2,φ6,,,190,,190,10,,φ6,10,190,,,,,,,,,0.4218

七、地圈梁370*240,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,1,正扣反扣无扣对焊,结01,1,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ12,,200,5840,1000,7000,1,B轴外侧,Φ12,1,7000,,,,,,,,6.216,

,,,,,,,,,0,0,0,,,,,,,,,

2,Φ12,,200,5840,200,6200,4,B轴内侧,Φ12,4,6200,,,,,,,,22.0224,

3,Φ12,,200,4040,1000,5200,1,1轴外侧,Φ12,1,5200,,,,,,,,4.6176,

,,,,,,,,,0,0,0,,,,,,,,,

2,Φ12,,200,4040,200,4400,4,B轴内侧,Φ12,4,4400,,,,,,,,15.6288,

4,Φ12,,,,,,1,A+3轴外侧,Φ12,1,0,,,,,,,,0,

,,,,5450,3650,9080,,,0,0,9080,,,,,,,,,

5,Φ12,,200,5840,200,6200,4,,Φ12,4,6200,,,,,,,,22.0224,

5,Φ12,,200,4040,200,4400,4,,Φ12,4,4400,,,,,,,,15.6288,

,,,,,,,,,0,0,0,,,,,,,,,

6,Φ12,,200,5840,4040,11020,1,1轴外侧,Φ12,1,11020,,,,,,,,9.78576,

,,,,1000,,,,,0,0,0,,,,,,,,,

7,Φ12,,,200,,9650,1,1轴外侧,Φ12,1,9650,,,,,,,,8.5692,

,,,4040,5450,,,,,0,0,0,,,,,,,,,

8,φ6,200,320,X,190,1200,102,,φ6,102,1200,,,,,,,,,27.1728

八、地圈梁240*240,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,1,正扣反扣无扣对焊,结01,1,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ12,,180,4040,180,4360,4,,Φ12,4,4360,,,,,,,,15.48672,

2,φ6,200,190,X,190,940,18,,φ6,18,940,,,,,,,,,3.75624

3,Φ12,,300,700,300,1290,4,,Φ12,4,1290,,,,,,,,4.58208,

九、雨篷YP-1,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,1,正扣反扣无扣对焊,结01,1,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ12,,200,2020,200,2380,2,上铁,Φ12,2,2380,,,,,,,,4.22688,

2,Φ14,,210,1980,210,2360,4,下铁,Φ14,4,2360,,11.4224,,,,,,,

3,Φ12,,,2020,,2020,2,腰筋,Φ12,2,2020,,,,,,,,3.58752,

4,φ10,150,,270,50,1870,11,,φ10,11,1870,12.69169,,,,,,,,

,,,200,1230,70,,,,0,0,0,,,,,,,,,

5,φ6,,,336,,520,5,,φ6,5,520,,,,,,,,,0.5772

6,φ6,,,3400,,3400,2,,φ6,2,3400,,,,,,,,,1.5096

6,φ6,,,1570,,1570,6,,φ6,6,1570,,,,,,,,,2.09124

7,φ6,,320,X,340,1500,10,,φ6,10,1500,,,,,,,,,3.33

8,φ10,,,270,50,680,10,,φ10,10,680,4.1956,,,,,,,,

,,,80,210,70,,,,0,0,0,,,,,,,,,

十、QL-2,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,1,正扣反扣无扣对焊,结01,1,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,Φ12,,180,3800,180,4360,4,,Φ12,4,4360,,,,,,,,15.48672,

2,φ6,200,190,X,130,820,19,,φ6,19,820,,,,,,,,,3.45876

3,Φ12,,300,700,300,1290,4,,Φ12,4,1290,,,,,,,,4.58208,

十一、QL-1,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,1,正扣反扣无扣对焊,结01,1,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,φ10,,,5450,1000,6630,8,A/B轴外侧,φ10,8,6630,32.72568,,,,,,,,

,,,,,,,,,0,0,0,,,,,,,,,

2,φ10,,,3650,1000,4830,8,1/3轴外侧,φ10,8,4830,23.84088,,,,,,,,

,,,,,,,,,0,0,0,,,,,,,,,

3,φ10,,200,5840,200,6420,4,A/B轴内侧,φ10,4,6420,15.84456,,,,,,,,

4,φ10,,200,4040,200,4620,4,1、3轴内侧,φ10,4,4620,11.40216,,,,,,,,

5,φ6,200,190,X,490,1540,100,,φ6,100,1540,,,,,,,,,34.188

6,φ6,,400,40,220,840,160,A/B轴外侧57度高340,φ6,160,840,,,,,,,,,29.8368

,,,200,,,,,,0,0,0,,,,,,,,,

7,φ6,,,6270,,6270,10,,φ6,10,6270,,,,,,,,,13.9194

8,φ6,,,4470,,4470,10,,φ6,10,4470,,,,,,,,,9.9234

7,φ6,,,5700,,5700,8,,φ6,8,5700,,,,,,,,,10.1232

8,φ6,,,3860,,3860,8,,φ6,8,3860,,,,,,,,,6.85536

十二、顶板,,,,,,,,,0,0,0,,,,,,,,,

图号,结01,,,,,总数,1,正扣反扣无扣对焊,结01,1,总数,,,,,,,,,

编号,规格,间距,图样,,,下料长度,根数,备注,规格,根数,下料长度,,,,,,,,,

1,φ8,,,5640,,5840,23,,φ8,23,5840,,,,,,,53.0564,,

2,φ8,,,3840,,4040,34,19+15,φ8,34,4040,,,,,,,54.2572,,

3,φ8,,80,1630,80,1760,114,,φ8,114,1760,,,,,,,79.2528,,

4,φ10,,80,1780,80,1900,23,,φ10,23,1900,26.9629,,,,,,,,

5,φ6,,,6270,,6270,18,,φ6,18,6270,,,,,,,,,25.05492

6,φ6,,,1760,,1760,8,,φ6,8,1760,,,,,,,,,3.12576

7,φ6,,,1160,,1160,8,,φ6,8,1160,,,,,,,,,2.06016

,,,,,,,,,,,,M,站台板3,,,,,,,

,,,,,,,,,,,,127.66347,1259.4648,0,0,0,0,186.5664,316.71408,212.0544

,,,,,,,,,,,,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量,料单用量

,,,,,,,,,,,,φ10,Φ14,Φ16,Φ18,Φ20,Φ22,φ8,Φ12,φ6

,,,,,,,,,,,,127.66347,1259.4648,0,0,0,0,186.5664,316.71408,212.0544

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

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

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钢筋翻样重量计算重量自动计算

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