暗柱配筋计算

1、暗暗柱柱计计算算4E+08地地下下三三层层抗震等级：三级非加强区4三级钢32（As=804.2)28（As=615.8)25（As=490.9)10（As=78.5) 8（As=50.3)配箍特征值0.1混凝土C60（fc=27.5)体积配箍率0.1*27.5/360=0.00764间距S=100纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ16001300060060015 15000001.40%2100030700 321407900 172900.00764 62.21 10AZ23008006

2、0060055015 11850001.40%1659028 592.5 281100400 137200.00764 61.28 10AZ33006000600300156300001.40%882016 551.3 2857690054600.00764 80.72 10AZ3a6003000300600156300001.40%882018490 2557690074700.0076459 10AZ4300600600600300159900001.40%1386024 577.5 28918900 115800.00764 60.63 10AZ5300004000151200001.4

3、0%16808210 259990018200.00764 41.94 10AZ63001050300300800157950001.40%1113032 347.8 2570440095600.00764 56.29 10AZ7200300650300300154050001.40%567020 283.5 2535340053400.00764 50.56 10AZ8300300600600300158100001.40%1134022 515.5 2874790098100.00764 58.25 10AZ9300300300300300153600001.40%504016315 25

4、31590045000.00764 53.63 10AZ10300650650300300155700001.40%798024 332.5 2550490067800.00764 56.89 10AZ10a200650650300300155100001.40%714024 297.5 2544790065800.00764 52.01 10AZ12300400300600300156900001.40%966020483 2563390084400.00764 57.38 10AZ13300300300300300154200001.40%588020294 2536690054400.0

5、0764 51.53 10AZ156001000060060015 13200001.40%1848026 710.8 321236900 149500.00764 63.21 10AZ166006500300600157350001.40%1029020 514.5 2867140074200.00764 69.13 10AZ1760000 10000156000001.40%840016525 2855290073000.00764 57.87 10AZ183006500200300152800001.40%392016245 2523740042000.00764 43.18 10AZ2

6、0300600 120060030015 13500001.40%1890030630 321260900 151200.00764 63.71 10AZ213006500300300153750001.40%525016 328.1 2532940046000.00764 54.71 10AZ22300650300300300154650001.40%651020 325.5 2541040057400.00764 54.62 10AZ23600009000155400001.40%756014540 2849590057600.00764 65.78 10AZ246006000600600

7、15 10800001.40%1512022 687.3 321008900 122100.00764 63.13 10AZ25300800090030015 10800001.40%1512022 687.3 321011900 117100.00764 66.02 10AZ2630080060090030015 14400001.40%2016029 695.2 321353900 158200.00764 65.38 10AZ28600006000153600001.40%504012420 2532490045600.00764 54.44 10地地下下二二层层抗震等级：三级非加强区三

8、级钢32（As=804.2)28（As=615.8)25（As=490.9)10（As=78.5) 8（As=50.3)配箍特征值0.1混凝土C60（fc=27.5)体积配箍率0.1*27.5/360=0.00764间距S=100纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ1960000 12000157200001.40%1008018560 2866690086700.00764 58.77 10地地下下一一层层抗震等级：特一级加强区三级钢32（As=804.2)28（As=615.8)25（As

9、=490.9)12（As=113.1)14（As=153.9)配箍特征值1.2*0.2=0.24 混凝土C60（fc=27.5)体积配箍率0.24*27.5/360=0.01833间距S=100纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ16001300060060015 15000001.40%2100030700 321407900 172900.01833 149.3 14AZ230080060060055015 11850001.40%1659028 592.5 281100400 13720

10、0.01833147 14AZ33006000600300156300001.40%882016 551.3 2857690054600.01833 193.7 16AZ3a6003000300600156300001.40%882018490 2557690074700.01833 141.6 14AZ4300600600600300159900001.40%1386024 577.5 28918900 115800.01833 145.5 14AZ5300004000151200001.40%16808210 259990018200.01833 100.6 14AZ63001050300

11、300800157950001.40%1113032 347.8 2570440095600.01833 135.1 14AZ7200300650300300154050001.40%567020 283.5 2535340053400.01833 121.3 14AZ8300300600600300158100001.40%1134022 515.5 2874790098100.01833 139.7 14AZ9300300300300300153600001.40%504016315 2531590045000.01833 128.7 14AZ10300650650300300155700

12、001.40%798024 332.5 2550490067800.01833 136.5 14AZ10a200650650300300155100001.40%714024 297.5 2544790065800.01833 124.8 14AZ11600006000153600001.40%504012420 2532490045600.01833 130.6 14AZ13300300300300300154200001.40%588020294 2536690054400.01833 123.6 14AZ14600009000155400001.40%756016 472.5 25495

13、90069000.01833 131.7 14AZ156001000060060015 13200001.40%1848026 710.8 321236900 149500.01833 151.7 14AZ166006500300600157350001.40%1029020 514.5 2867140074200.01833 165.9 16AZ1760000 10000156000001.40%840016525 2855290073000.01833 138.8 14AZ183006500200300152800001.40%392016245 2523740042000.01833 1

14、03.6 14AZ20300600 120060030015 13500001.40%1890030630 321260900 151200.01833 152.9 14AZ213006500300300153750001.40%525016 328.1 2532940046000.01833 131.3 14AZ22300650300300300154650001.40%651020 325.5 2541040057400.01833 131.1 14AZ23600009000155400001.40%756014540 2849590057600.01833 157.8 14AZ24600

15、600060060015 10800001.40%1512022 687.3 321008900 122100.01833 151.5 14AZ3630040090060030015 10500001.40%1470026 565.4 28975900 125500.01833 142.5 14AZ42600006000153600001.40%504012420 2532490045600.01833 130.6 14首首层层抗震等级：特一级加强区三级钢32（As=804.2)28（As=615.8)25（As=490.9)12（As=113.1)14（As=153.9)配箍特征值1.2*0

16、.2=0.24 混凝土C60（fc=27.5)体积配箍率0.24*27.5/360=0.01833间距S=100纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ7a300300650300300154650001.40%651016 406.9 2541040057400.01833 131.1 14AZ282006001006000155400001.40%756016 472.5 2549590069000.01833 131.7 14AZ2920000300015600001.40%8406140

17、204590010500.01833 80.13 14AZ30200900550300300155550001.40%777024 323.8 2548840065400.01833 136.9 14AZ313006500200300152800001.40%392016245 2523740042000.01833 103.6 14AZ32300650650200300154100001.40%574024 239.2 2534790061800.01833 103.2 14AZ33600008000154800001.40%672014480 2543890053600.01833 150

18、.1 14AZ3420000400015800001.40%11208140 256290014200.01833 81.19 14AZ3530060060060055015 10650001.40%1491026 573.5 28986400 123500.01833 146.4 14二二层层四四层层抗震等级：特一级加强区三级钢32（As=804.2)28（As=615.8)25（As=490.9)12（As=113.1)14（As=153.9)配箍特征值1.2*0.2=0.24 混凝土C60（fc=27.5)体积配箍率0.24*27.5/360=0.01833间距S=100纵向钢筋计算箍筋

19、计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ38200900550300300155750001.20%690028 246.4 2050044073200.01833 125.3 14AZ4120010006000151800001.20%216010216 2015390027900.01833 101.1 14五五层层七七层层抗震等级：特一级加强区三级钢32（As=804.2)28（As=615.8)25（As=490.9)12（As=113.1)14（As=153.9)配箍特征值1.2*0.2=0.24 混凝

20、土C60（fc=27.5)体积配箍率0.24*27.5/360=0.01833间距S=100纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ39200400 100060030015 10200001.40%1428026 549.2 28945900 123500.01833 140.4 14AZ40200300400300300153900001.40%546022 248.2 2533690055100.01833 112.1 14八八层层十十六六层层抗震等级：特一级非加强区三级钢28（As615.

21、8) 25（As490.9) 22（As=380.1) 20（As=314.2)10（As=78.5) 8（As=50.3)配箍特征值0.1混凝土C50（fc=23.1)体积配箍率0.1*23.1/360=0.00642间距S=100角部：配箍特征值1.2*0.2=0.24体积配箍率0.24*23.1/360=0.015414（As=153.9)纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ33006000600300156300001.20%756016 472.5 2557690054600.006

22、42 67.83 10AZ4300600600600300159900001.20%1188024495 28918900 115800.00642 50.94 10AZ5300004000151200001.20%14408180 209990018200.00642 35.24 8AZ7200300650300300154050001.20%486020243 2035340053400.00642 42.49 8AZ7a300300650300300154650001.20%558020279 2041040057400.0064245.9 8AZ83003006006003001581

23、00001.20%972022 441.8 2574790098100.00642 48.95 8AZ9300300300300300153600001.20%432016270 2031590045000.00642 45.07 8AZ10300650650300300155700001.20%684024285 2050490067800.00642 47.81 8AZ10a200650650300300155100001.20%612024255 2044790065800.0064243.7 8AZ11600006000153600001.20%432012360 2232490045

24、600.00642 45.74 8AZ156001000060060015 13200001.40%1848026 710.8 321236900 149500.0154 127.4 14AZ166006500300600157350001.20%882020441 2567140074200.00642 58.09 10AZ183006500200300152800001.20%336016210 2023740042000.00642 36.29 8AZ20300600 120060030015 13500001.20%1620030540 281260900 151200.00642 5

25、3.54 10AZ24600600060060015 10800001.40%1512022 687.3 321008900 122100.0154 127.2 14AZ282006001006000155400001.20%648016405 2549590069000.00642 46.14 8AZ313006500200300152800001.20%336016210 2023740042000.00642 36.29 8AZ32300650650200300154100001.20%492024205 2034790061800.00642 36.14 8AZ336000080001

26、54800001.20%576014 411.4 2543890053600.00642 52.57 10AZ3420000400015800001.20%9608120 206290014200.00642 28.44 8AZ3530060060060055015 10650001.20%1278026 491.5 28986400 123500.00642 51.28 10AZ38200900550300300155750001.20%690028 246.4 2048840065400.00642 47.94 8AZ39200400 100060030015 10200001.20%12

27、24026 470.8 25945900 123500.00642 49.17 8AZ40200300400300300153900001.20%468022 212.7 2033690055100.00642 39.25 8AZ46600006000153600001.20%432012360 2232490046500.00642 44.86 8十十七七层层二二十十六六层层抗震等级：特一级非加强区三级钢28（As615.8) 25（As490.9) 22（As=380.1) 20（As=314.2)10（As=78.5) 8（As=50.3)配箍特征值0.1混凝土C50（fc=23.1)体

28、积配箍率0.1*23.1/360=0.00642间距S=100角部：配箍特征值1.2*0.2=0.24体积配箍率0.24*23.1/360=0.015414（As=153.9)纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ1300500500500550158150001.20%978024 407.5 2574540094800.00642 50.48 10AZ23005000500300154900001.20%588014420 2544290040900.00642 69.52 10AZ3200

29、5001005000154000001.20%480014 342.9 2236190060700.00642 38.28 8AZ4200900550300300155550001.20%666028 237.9 2048840068800.00642 45.57 8AZ53003000200300152100001.20%252012210 2017790029600.00642 38.59 8AZ6300300500500300156400001.20%768020384 2558390076400.00642 49.07 8AZ7300300300300300153600001.20%4

30、32016270 2031590045000.00642 45.07 8AZ7a300300650300300154650001.20%558016 348.8 2041040057400.0064245.9 8AZ83006500300300153750001.20%450016 281.3 2032940046000.00642 45.97 8AZ93003000300300152700001.20%324012270 2023490033600.00642 44.88 8AZ10300500 120050030015 10900001.20%1308028 467.1 251006900

31、 117500.00642 55.02 10AZ11500006000153000001.20%360012300 2226790035900.00642 47.91 8AZ133006500200300152800001.20%336016210 2023740042000.00642 36.29 8AZ14200400 1000500300158600001.20%1032024430 2578890098800.00642 51.26 10AZ15200300400300300153900001.20%468022 212.7 2033690055100.00642 39.25 8AZ1

32、6200650650300300155100001.20%612024255 2044790067800.00642 42.41 8AZ175001000050050015 10000001.40%1400022 636.4 32925900 106100.0154 134.4 14AZ18300500500500300157400001.20%888022 403.6 2067790087100.00642 49.97 10AZ193005000500650155950001.20%714018 396.7 2553740058000.00642 59.48 10AZ205000070001

33、53500001.20%420012350 2531490041900.00642 48.25 8AZ215005000500500157500001.40%1050018 583.3 2869090081700.0154 130.2 14AZ222000040015800001.20%9608120 206290014200.00642 28.44 8AZ23300004000151200001.20%14408180 209990018200.00642 35.24 8AZ243006500200300152800001.20%336016210 2023740042000.00642 3

34、6.29 8AZ25300650650200300154100001.20%492024205 2033690061800.0064235 8AZ26300005000151500001.20%18008225 2012690022200.0064236.7 8AZ27500009000154500001.20%540014 385.7 2540890054300.00642 48.35 8AZ28500006000153000001.20%360010360 2226790035900.0053 39.55 8二二十十七七层层三三十十六六层层抗震等级：特一级非加强区三级钢28（As615.8

35、) 25（As490.9) 22（As=380.1) 20（As=314.2)10（As=78.5) 8（As=50.3)配箍特征值0.1混凝土C60（fc=23.1)体积配箍率0.1*23.1/360=0.00642间距S=100角部：配箍特征值1.2*0.2=0.24体积配箍率0.24*23.1/360=0.015414（As=153.9)纵向钢筋计算箍筋计算暗柱b1b2b3h1h2C面积A配筋率Amin根数 单根A 实配直径 Acor箍筋L 体积配箍率 Asv1实配直径AZ1300400400400550156050001.20%726018 403.3 2554440062700.00

36、642 55.74 10AZ23004000400300153700001.20%444012370 2232890035900.00642 58.82 10AZ32004001004000152800001.20%336010336 2224790041300.00642 38.54 8AZ4200900550300300155550001.20%666028 237.9 2048840068800.00642 45.57 8AZ53003000200300152100001.20%252012210 2017790029600.00642 38.59 8AZ6300300400400300

37、154900001.20%588016 367.5 2243990053000.00642 53.29 10AZ7300300300300300153600001.20%432016270 2031590045000.00642 45.07 8AZ83006500300300153750001.20%450016 281.3 2032940046000.00642 45.97 8AZ93003000300300152700001.20%324012270 2023490033600.00642 44.88 8AZ10300400 1200400300158500001.20%102002442

38、5 25772900 117500.00642 42.23 8AZ11400006000152400001.20%28808360 2221090026200.00642 51.68 10AZ133006500200300152800001.20%336016210 2023740042000.00642 36.29 8AZ14200400 1000400300157000001.20%840022 381.8 2563190074100.00642 54.75 10AZ15200300400300300153900001.20%468022 212.7 2033690055100.00642 39.25 8AZ16200650650300300155100001.20%612024255 2044790067800.00642 42.41 8AZ174001