超高超重梁模板支撐專項(xiàng)施工方案

xxxxxxxxxxxxxxxxxxxxxxxxx11-1800mmX2000mm800mmX2000mm1000mmX2100mm1000mmX2100mm900mmX2000mm800mmX2000mm800mmX2000mm900mmX2000mm8.40m200mm5.05m4KZLD1(1)4KZLD2(1)4KZLC1(1)4KZLC2(4)4KZL20(3)4KZL22(2)4KZL23(3)4KZL24(3)度厚高跨板層- xxxxxxxxxxxxxxxxxxxxxxxxx1 4KZLC2(4)1100mmX2100mmm號(hào)hbdt積(cm2)(kg/m)Ix(cm4)Wx(cm3)icm)Ix：Sx10100684.57.614.311.224549.04.148.59-2-xxxxxxxxxxxxxxxxxxxxxxxxx1C1=72.45KN/m。2221b-xxxxxxxxxxxxxxxxxxxxxxxxx122b212121b=16.162KN/mqACVAVCBBVB21ACBCVB21B212121b=16.004KN/mK=VBVAVCVB4K=±VB-xxxxxxxxxxxxxxxxxxxxxxxxx1BBVB21ACBCVB21B0.9=0.119KN/m。A0.75B0.75C0.75DKN、KN/m)CDCDABCDN=R=23.91KN。max1q1ABDM11M11M5-xxxxxxxxxxxxxxxxxxxxxxxxx1ACDMFBMMWMF12MJMJf∴f 2@525mm2M12M212BA-xxxxxxxxxxxxxxxxxxxxxxxxxx112MF12MMF22MMF22(K=0.521。f4)f=Kf·q2l4鋼主龍骨A0.75B0.75C0.75DKN、KN/m)AB7D-xxxxxxxxxxxxxxxxxxxxxxxxx1maxABmDmaxH001H11HH-101HN=R=23.91KNN=R=23.91KNmax(KN)；。2-xxxxxxxxxxxxxxxxxxxxxxxxx110587.83128411.341411515.5332-xxxxxxxxxxxxxxxxxxxxxxxxx1xxxxxxxxxxxxxxxxxxxxxxxxx1xxxxxxxxxxxxxxxxxxxxxxxxx10.50kN/m250kN/m32.5kN/m250.4kN/m22.0kN/m22.0kN/m2250mmM14mm600mm2250mm600mm1 2.1m；4.444h2,-xxxxxxxxxxxxxxxxxxxxxxxxx16:12q=q+q=32.659+1.512=34.171kN/m；12-ω-xxxxxxxxxxxxxxxxxxxxxxxxx16:σ=5.13×105/6.40×104=8.009N/mm2；σ=8.009N/mm2xxxxxxxxxxxxxxxxxxxxxxxxx1ω=0.432mmW=5.08cm3；:σ=1.87×105/5.08×103=36.786N/mm2；fN/mm2；σ=36.786N/mm2-xxxxxxxxxxxxxxxxxxxxxxxxx1210000N/mm2；