请教大师框架剪力墙结构施工缝验算超限

此工程为抗震8度（0.2），第三组，框架抗震等级为二级，剪力墙抗震等级为一级。
麻烦大师们帮帮忙看下，加地下室一共12层。施工缝验算超限如何调过去啊


第 8 层配筋、验算 |
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** 施工缝验算超限
( 38)V= 1817. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 1631.N= -414. Ast= 4887.5
N-WC= 4 (I= 1660 J= 1687) B*H*Lwc(m)= 0.20* 6.60* 3.00
aa= 330(mm) Nfw= 1 Rcw= 30.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 7 层配筋、验算 |
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| 第 6 层配筋、验算 |
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** 施工缝验算超限
( 39)V= 3151. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 2806.N= -1001. Ast= 7331.3
N-WC= 4 (I= 1310 J= 1337) B*H*Lwc(m)= 0.30* 6.60* 3.00
aa= 330(mm) Nfw= 1 Rcw= 35.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 5 层配筋、验算 |
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** 施工缝验算超限
( 39)V= 3787. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 2774.N= -968. Ast= 7331.3
N-WC= 4 (I= 1135 J= 1162) B*H*Lwc(m)= 0.30* 6.60* 3.00
aa= 330(mm) Nfw= 1 Rcw= 35.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 4 层配筋、验算 |
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** 施工缝验算超限
( 39)V= 4467. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 3266.N= -771. Ast= 9995.7
N-WC= 4 (I= 960 J= 987) B*H*Lwc(m)= 0.30* 6.60* 3.00
aa= 330(mm) Nfw= 1 Rcw= 35.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 3 层配筋、验算 |
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** ( 39)V= 7096. > Fv=0.18*fc*B*Ho= 5543.
** 施工缝验算超限
( 39)V= 7096. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 4187.N= -115. Ast=16052.9
N-WC= 11 (I= 782 J= 810) B*H*Lwc(m)= 0.30* 6.60* 3.60
aa= 330(mm) Nfw= 1 Rcw= 35.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 2 层配筋、验算 |
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** ( 39)V= 6624. > Fv=0.18*fc*B*Ho= 5543.
** 施工缝验算超限
( 39)V= 6624. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 5557.N= 697. Ast=24452.2
N-WC= 3 (I= 598 J= 623) B*H*Lwc(m)= 0.30* 6.60* 3.90
aa= 330(mm) Nfw= 1 Rcw= 35.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 1 层配筋、验算 |
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