沈阳某高校综合科技大楼整套施工方案(鲁班奖工程)

-1- -2--3--4-Φ25Φ25Φ10~Φ16-5-JGJ107-2003级-6-；；；；56825梁-7--8--9--10--11--12--13-34a1230.552.0017-14- 3 -2--3-in12090≤度-4--5-积石7107731剂Pamaxhh/K/1/(/1/)iiq23W/mKqmaxqCmaxb(t)-6-ii-7-Q=Qαη1max11max111111111h111m3)1111))11111inmaxmaxHH012212211210S取160mm121-8-22HaL=643.3m>195mmax-9- 3 4 6 9-1--2--3--4-aa-5--6--7-baGkki-8--9-k1k2k31kkGKQK0l=μh0cbbh=1.50m-10--11-P1=0.038kN/m-12-=0.295×106/5080.0=57.974N/mm2:-13-m:V=V1+V2=4.389mm:-14-!NG1+NG2+NG3+NG4=4.624kN。W0=0.550-15-w:]1=arctg[3.50/(1.00+0.30)]=1.2152=arctg[3.50/0.30]=1.485T1=6.32T2=5.95N1=2.20N2=0.5100000=46.16=46.16-16--17-N=5.45kN；000u=u=1.50MW=0.141kNMW=0.141kN.m；WNl=Nlw+NoNl=11.636kN=0.95；-18-A=4.89cm2；[f]=205.00N/mm2。:P=5.92kN=11kNkN0.25kN/mAB50130015005.125.20-19--20-R1=6.985kN,R2=5.795kN,R3=-0.231kN0.0=7.242N/mm2:!b=2.00:!-21-RU1=7.451kN=N/A<[f]mm；2984.52=2.50N/mm2。!:fNmm；N=5.80kN；N=5.80kN；0.95fc=13.59N/mm2；-22--23-JNG1+NG2+NG3+NG4=3.831kN。W0=0.550-24-1=arctg[3.50/(1.00+0.30)]=1.2152=arctg[3.50/0.30]=1.485T1=5.81T2=5.47N1=2.02N2=0.47-25-05.812/0.850=34.188kN。00l=2.60m；0N=4.98kN；000-26--27-u=1.50MW=0.199kN.m；Nl=Nlw+No=13.500m2；=0.95；Nf=A[f]A=4.89cm2；[f]=205.00N/mm2。-28-P=5.45kN11kNkN0.25kN/mAB50130015000.730.574.724.79R1=6.434kN,R2=5.364kN,R3=-0.201kNMmax=0.850kN.m0.0=6.656N/mm2-29--30-:b=2.00:RU1=6.863kN:=N/A<[f]N=6.86kN；-31-N=6.863kN；.52mm2；=6863.19/2984.52=2.30N/mm2。1/2=9mmN=5.36kN；!N=5.36kN；0.95fc=13.59N/mm2；-32-J-33--34-NG1+NG2+NG3+NG4=3.507kN。1.000/2=4.500kN(GB50009-2001)的W0=0.550Uz=1.270Us=1.200-35-1=arctg[3.50/(1.00+0.30)]=1.2152=arctg[3.50/0.30]=1.485-36-T1=5.61T2=5.27N1=1.95N2=0.45000l=2.60m；0N=4.78kN；0-37-Nf=A[f]Nf=A[f]00l=2.60m；0u=1.50Nl=Nlw+No=13.500m2；MW=0.236kN.m；wwk=0.587kN/m2；Nl=16.089kN；A=4.89cm2；[f]=205.00N/mm2。；P=5.25kN=11-38-kNkN0.25kN/mAB50130015004.564.63R1=6.209kN,R2=5.189kN,R3=-0.188kN0.0=6.417N/mm2::-39--40-b=2.00RU1=6.624kNRU=6.624kN=N/A<[f]-41-N=6.624kN；.52mm2；=6623.68/2984.52=2.22N/mm2。!:fNmm；-42-b=5d=100mm；0.95fc=13.59N/mm2；-43-AB-44-mN-45-Q1=0.14kN/m5.205.20kN5.20kN8.70kN5.20kN5.20kN0.37kN/mAB95.0=137.22N/mm2:RU1=22.59kN-46-RU=22.593kNFg=0.5d2，22.593/0.820=220.424kN。N=RU=22.593kN:-47--48--49-62.533344445555555556677 8 12((JGJ20-2002)(GB50204-2002)4.5m，5.4m,4.0m,4，5梁56差1334,限。5(10)6789。①可调顶托②覆膜多层板或竹胶板③木方60×100④海绵条⑤木方100①可调顶托②覆膜多层板或竹胶板③木方60×100④海绵条⑤木方100×100⑥对拉螺栓和塑料套管(当梁高≥600时加设¦2对拉螺栓和¦0塑料套管)⑦U型托⑧钢管⑨扣件⑩可调底座步边线预先弹在墙上踏步模与低模对拉，间距≤50×100通长木枋墙面侧模钢管支撑架50×100木枋及12厚竹胶板水平支顶支撑架预埋在墙内焊接332+10，0+10，0B=800mm，20051005:V——H—————F1=51.520kN/m2F1=51.520kN/m2F2=4.000kN/m2。ABBW=13.020cm3f=M/W<[f]M——WN/mm2；————M=0.125ql20.455×0.30=20.23kN/mAABBM=2.428kN.mF=9.911kNV3mmW=79.40cm3；/1.05/79400.0=29.12N/mm2N<[N]=fAA——!0.30=20.23kN/mAAB5905005904.915.065.064.91M=0.623kN.mF=12.080kNV=0.0mm05/79400.0=7.47N/mm2N<[N]=fANAf——————B=250mm，H=600mm，=0.340kN/m2；=1.500kN/m3；=24.000kN/m3；=2.500kN/m2。24V——H——2.000m；1——2——F1=48.000kN/m2F1=6.180kN/m24.000kN/m2。AA5.5.57kN/mBB350350350f——Mq————Q=0.6qlT=3Q/2bh<[T]5.567=1.169kNAA7.81kN/mBB350350350MM——————————0.60=7.810N/mm:00N/mm2,满Q=0.6qlT=3Q/2bh<[T]=1.640kNN<[N]=fAA——6.18+1.4A=76.000mm2；N=2.343kN；B=500mm，H=700mm，=0.340kN/m2；=1.500kN/m3；=24.000kN/m3；=2.500kN/m2。kN/m3；V——H——1——2——F1=48.000kN/m2AAF1=6.180kN/m24.000kN/m2。BB350350350Mq————0.50=12.66kN/m:Q=0.6ql:T=3Q/2bh<[T]!:AA9.11kN/mBB350350350图———————————0.70=9.111N/mm00N/mm2,满Q=0.6qlT=3Q/2bh<[T]9.111=1.913kNN<[N]=fAA——6.18+1.4A=76.000mm2；N=1.367kN；55000007002100334171674170.700+0.500)/0.500=1.330kN/m0cm4；55kNAB250N1=2.118kNN2=11.611kNN3=2.118kNM=0.176kN.mV=0.1mm0.176×3530.0/(2×v=0.096mm!q=11.611/1.000=11.611kN/mcm4；7N/mm22.12kN11.61kN2.12kNAB4171674171.740.380.38Mmax=0.287kN.mvmax=0.035mmQmax=7.549kNNmm205.0N/mm2,满R=7.55kN!N=7.549+0.590=8.138kN——iA————W——————=205.00N/mm2；l0==l0ku——!!:l0=k1k2(h+2a)(3)00330033!2250552000055005000.500+0.250)/0.250=1.750kN/m0cm4；7kNAB125N1=0.802kNN2=4.947kNN3=0.802kN0.033×v=0.005mmq=4.947/1.000=4.947kN/mcm4；7N/mm2Q=0.6qlT=3Q/2bh<[T]kNkN0.80kNAB500图0.730.730.730.73Mmax=Mmax=0.066kN.mvmax=0.016mmQmax=6.412kNNmmR=6.41kN!N=6.412+0.590=7.002kN————————————=205.00N/mm2；l0==l0ku——=k=k1k2(h+2a)(3)0q2=(2.000+2.500)×0.950=4.275kN/m7cm4；f=M/W<[f]M——W——M=0.100ql2T=3Q/2bh<[T]0.090=1.188kN/m0.95=0.278kN.mq=2.924/0.950=3.078kN/m8N/mm2Q=0.6qlT=3Q/2bh<[T]AAB9509509500.762.422.420.800.802.452.452.582.580.640.64983.98Mmax=1.010kN.mvmax=2.446mmQmax=11.305kN0N/mm2205.0N/mm2,满R=11.31kN0.950=2.707kNNG1+NG2+NG3=3.538kN。式N=1.2NG+1.4NQN————A——W————N==205.00N/mm2；l0==l0ku——!!02222566791A1918L2检检柱3侧4567899柱设柱设计编号柱编号轴线位置管径钢直NEWES图号H1H2H3H4H1H2H3H4H5H6H7H8H5H6H7H8XKZ1-0163/76146236163/76146236134/73143233134/731432331D377-1A33271327187938793XKZ1-0162/56146236163/76146236136/73143233136/731432332D377-1C332*7132*7187938793XKZ1-0162/56146236162/56146236136/76143233136/761432333D377-1E33271327182938293XKZ1-0162/56146236162/56146236136/76143233136/761432334D377-1G33271327182938293XKZ1-0163/76146236162/56146236136/73143233136/731432335D377-1J332*7132*7187938793XKZ1-0163/76146236163/76146236134/73143233134/731432336D377-1L332713271879387937-3A.543271327187938793XKZ3-0163/61146236162/76146236136/73143233132/661432338D377-3C432*7132*7187*9382*93XKZ3-0163/61146236163/61146236136/76143233136/761432339D377-1E332713271829382931XKZ3-0163/61146236163/61146236136/76143233133/56143233D3770-1F33271327182*9382*931-1G.5332713271829382932-3J.5432*7132*7187*9382*931XKZ3-0162/76146236162/76146236136/73143233134/73143233D3773-3L432713271879387931XKZ4-0164/76146236164/76146236132/56143233132/56143233D3774-1D332713271829382931XKZ4-0164/76146236164/76146236133/56143233133/56143233D3775-1F332713271829382931XKZ4-0164/76146236164/76146236133/56143233133/56143233D3776-1H332713271829382931XKZ5-0165/76146236165/76146236134/73143233134/73143233D3777-1A332713271879387938-3C.543271327182*9387*93D3779-1D33271327182*9387*93NEWES轴线轴线位置图号侧钢南径H1H2H4H1H2H3H4线方向H7H8H5NEWES号号H1H2H3H4H1H2H3H4H5H6H7H8H550XKZ-210-JD377031634/662*1632/562*1385/762*138XKZKD4/6621383/762*138NEWES1632/7621634/7621634/7621634/7621384/737*1635/7621385/737*1635/7621385/737*1634/7621384/737*1634/7621634/7621635/7621635/7621636/7621636/7621636/7627272XKZ-113-LD377031636/7621636/7621384/7371384/73773XKZ-114-AD377031635/7621635/7621384/7371384/737mNEWES1384/737*1383/562*1632/562*H+800-25；H2、H4、H6、H8-1-2332333.1施织织件件3.5构的的的4工3.8施构5构54.1工程板99安织板的量量全措--2-(GB50205-2001)((GB50207-2002)--12345工工工22415-5-φ16@200-6- (-7-。-8--9-GB/T50326-20010-GB50207-2002。-11-2料2临2临11工234时时合就切上-12--13--14--15-1112-1--2-22~1~122~1~1123L/3L/3L/3+3+1DDDD33k-3-D+200。JB-5000.3-199844322ll04D3L300535-4-2A2-5-A2-6-0005000005002752502502502502501757573600001600006169195757575XL-11ZPL-1ZPL-2ZPL-5ZPL-3ZPLZPL-3-7--8--9-