钢支撑型号表

后浇带梁端剪力及支撑明细,,,,,,,,,,,,,,,,,,,,,,,,,

序号,层数,后浇带位置,,层高（mm）,构件名称,梁截面（mm）,构件净高（mm）,构件数量,后浇带距轴线距离,估算系数,梁端设计承载力（KN）,梁端计算实际承载力（KN）,加固层数,合计荷载（KN）,选用支撑型号,支撑承受剪力（KN）,允许高度,支撑道数,合计支撑数量,,,,,,

1,地下二层,H轴,1～3轴/15～17轴,5.55,KL3345,500×950,4.25,2,5.75,15.76521739,91,90.65,1,91,C,40～60,2.8～4.5,2,4,,142,,,,8-60

2,,,,,,,,2,1.65,15.76522,26,,1,26,D,15,5.6,1,2,,8,,,,6-40

3,,,,5.55,南北井字梁,300×650,4.9,6,5.75,11.98,69,68.885,1,69,B,40～60,3.9～6.0,1,6,,,,,,7-45

4,,,,,,,,6,1.65,11.98,20,,1,20,D,15,5.6,1,6,,,,,,5—15

5,,,,4.3,3、15轴叠梁,,3.25,2,5.75,21.84678261,126,125.619,3,377,C,40～60,2.8～4.5,3,6,,,,,,[16a

6,,,,,,,,2,1.65,21.84678,36,,3,108,C,40～60,2.8～4.5,2,4,,,,,,8-60

7,,,3～15轴,4.3,南北框架梁,350×600,3.35,11,5.75,11.86747,68,,5,341,A,40～60,2.7～3.9,2,22,,117+2,,,,[16a

8,,,,,,,,11,1.65,11.86747,20,,5,98,A,40～60,2.7～3.9,1,11,,,,,,4

9,,,,,南北井字梁,250×450,3.85,24,5.75,5.772603,33,,5,166,A,40～60,2.7～3.9,2,48,,,,,,4

10,,,,,,,,24,1.65,5.772603,10,,5,48,A,40～60,2.7～3.9,1,24,,,,,,4

11,,主楼南北向后浇带,A～B轴,6,东西井字梁,300×650,5.35,4,2.85,11.98,34,,1,34,B,40～60,3.9～6.0,1,4,,24,,,,[18a

12,,,,,,,,4,3.65,11.98,44,,1,44,B,40～60,3.9～6.0,1,4,,,,,,[18a

13,,,B轴,4.7,叠梁,,3.4,2,2.85,21.84678,62,,3,187,C,40～60,2.8～4.5,2,4,,,,,,[16a

14,,,,,,,,2,3.65,21.84678,80,,3,239,C,40～60,2.8～4.5,3,6,,,,,,[16a

15,,,B～D、E～G,4.65,东西井字梁,250×500,4.15,2,2.85,5.772603,16,,5,82,C,40～60,2.8～4.5,2,4,,,,,,[16a

16,,,,,,,,2,3.65,5.772603,21,,5,105,C,40～60,2.8～4.5,2,4,,,,,,[16a

17,,,,,,250×450,4.2,10,2.85,5.772603,16,,5,82,C,40～60,2.8～4.5,2,20,,,,,,[16a

18,,,,,,,,10,3.65,5.772603,21,,5,105,C,40～60,2.8～4.5,2,20,,,,,,[16a

19,,,D～E,4.55,东西框架梁,350×550,3.4,4,2.85,13.49315,38,,5,192,C,40～60,2.8～4.5,2,8,,,,,,[16a

20,,,,,,,,4,3.65,13.49315068,49,49.25,5,246,C,40～60,2.8～4.5,2,8,,,,,,[16a

21,,,,,东西井字梁,250×450,4.1,4,2.85,5.772603,16,,5,82,C,40～60,2.8～4.5,2,8,,,,,,[16a

22,,,,,,,,4,3.65,5.77260274,21,21.07,5,105,C,40～60,2.8～4.5,2,8,,,,,,[16a

23,,,G～H,4.75,东西框架梁,350×550,3.6,4,2.85,13.49315,38,,5,192,C,40～60,2.8～4.5,2,8,,,,,,[16a

24,,,,,,,,4,3.65,13.49315,49,,5,246,C,40～60,2.8～4.5,2,8,,,,,,[16a

25,,,,,东西井字梁,250×450,4.3,4,2.85,5.772603,16,,5,82,C,40～60,2.8～4.5,2,8,,,,,,[16a

26,,,,,,,,4,3.65,5.772603,21,,5,105,C,40～60,2.8～4.5,2,8,,,,,,[16a

27,,裙房南北向后浇带,J～M,5.55,东西框架梁,500×950,4.25,2,2.85,15.76522,45,,1,45,B,40～60,3.9～6.0,1,2,,,,,,[18a

28,,,,,,,,2,3.65,15.76522,58,,1,58,B,40～60,3.9～6.0,1,2,,,,,,[18a

29,,,,,东西井字梁,300×650,4.9,6,2.85,11.98,34,,1,34,B,40～60,3.9～6.0,1,6,,,,,,[18a

30,,,,,,,,6,3.65,11.98,44,,1,44,B,40～60,3.9～6.0,1,6,,,,,,[18a

31,,,J轴,4.35,叠梁,,3.3,1,2.85,21.87678,62,,3,187,A,40～60,2.7～3.9,2,2,,,,,,[16a

32,,,,,,,,1,3.65,21.87678,80,,3,240,A,40～60,2.7～3.9,2,2,,,,,,[16a

33,,,H～J,,东西井字梁,250×450,3.9,2,2.85,5.772603,16,,5,82,A,40～60,2.7～3.9,2,4,,,,,,[16a

34,,,,,,,,2,3.65,5.772603,21,,5,105,A,40～60,2.7～3.9,2,4,,,,,,[16a

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