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本人以信譽(yù)聲明:所呈交的畢業(yè)論文(設(shè)計(jì))是在導(dǎo)師指導(dǎo)下進(jìn)行的研究工作及取得的研究成果,論文中引用他人的文獻(xiàn)、數(shù)據(jù)、圖件、資料等均已明確標(biāo)注出,論文中的結(jié)論和結(jié)果為本人獨(dú)立完成,不包含他人成果及獲得中國地質(zhì)大學(xué)或其他教育機(jī)構(gòu)的學(xué)位或證書而使用過的材料。與我一同工作的同志對(duì)本研究所做的任何貢獻(xiàn)均已在論文中作了明確的說明并表示了謝意。簽字日期:年月日摘要5MMNNN、V,N、V,M、V及maxmaxmaxminM、Vcolumnspacing,6aholdstraight:建筑設(shè)計(jì)................................................................................................................................1工程概況............................................................................................................................1.....................................................................................................................1建筑細(xì)部具體構(gòu)造做法....................................................................................................4結(jié)構(gòu)設(shè)計(jì)................................................................................................................................6計(jì)算簡圖及柱的計(jì)算參數(shù)................................................................................................6荷載計(jì)算............................................................................................................................7內(nèi)力分析..........................................................................................................................內(nèi)力組合..........................................................................................................................41柱的設(shè)計(jì)..........................................................................................................................46基礎(chǔ)設(shè)計(jì)..........................................................................................................................63......................................................................................................................70編制說明..........................................................................................................................70工程概況及特點(diǎn)..............................................................................................................70施工準(zhǔn)備..........................................................................................................................71主要施工方法..................................................................................................................72施工總平面布置..............................................................................................................79施工進(jìn)度計(jì)劃..................................................................................................................80..................................................................................................................................................81致謝..................................................................................................................................................82..............................................................................................................................................83中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)第一節(jié)工程概況2,2。/5壓s00。第二節(jié)建筑設(shè)計(jì)說明。表1-1主要承重構(gòu)件選型預(yù)應(yīng)力混凝土YWB-2Ⅱ(中間跨)YWB-2Ⅱs(端跨)04G410-3屋面板(卷材防水天溝板)預(yù)應(yīng)力混凝土04G415-1預(yù)應(yīng)力混凝土折線形屋架0.05kN/㎡(屋架鋼支撐)Y-XDL-11Z(中跨)95G425先張法預(yù)應(yīng)力混凝土吊車梁(邊跨)G325吊車軌道連接詳圖G320鋼筋混凝土基礎(chǔ)梁——05G516輕型鋼天窗架GCJ9-11端架)天窗架0.63kN/㎡1中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)AFL。k。。取H,Hl,H,uH8300b377取;692??;l2222H8300hl1212L,k。。H15.20.515.7mH10.80.511.3mlH15.711.34.4muH11300b514942?。蝗。籰222211300Hl12h12矩矩2中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)HH,ul11300Hbh397取取l303011.9H476l2525HH17.95m=2.85m=15.5mul15500Hbh517取取l303015.5H620l2525。。a,i100mma。i30/5tQaacia300mma。ic3中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)fcN/fN/mm2,EkN/m2)(2,7tkcfN/E10N/2,2)5ysfN/mm2)yfcN/fN/mm2,EN/m(2,2)7tkcfN/EN/2,2)5ys?!?%~~3%。5第三節(jié)建筑細(xì)部具體構(gòu)造做法4中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)厚3厚2厚3厚厚2厚5中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)第一節(jié)計(jì)算簡圖及柱的計(jì)算參數(shù)。。表2-1柱的計(jì)算參數(shù)自重kN/m上柱下柱上柱中柱下柱4BC柱DE柱4.5×53.055×5304×8572×811.257.64Ⅰ500×1200×120×200圖6中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)圖第二節(jié)荷載計(jì)算222222222181G1.23.156+66)=243.72kNAF柱1222419G1.2(3.156+106+0.636=356.17kN1222G1.2(450.86)53.16kN37中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)G1.243.818.24kNAF柱G4A4FG1.24.448.344.22kNG5A5FG1.27.54.439.6kN柱G4BC4DEG1.211.25340.5kNG6BC6DEG1.27.648.376.09kNG5BC5DE/m2/m2181.40.7652.92kNQ212411.40.7670.56kNQ2Q。1圖對(duì)P=35kN,P=35kN,B=5.65mK=4.4mg=,,maxminB與8中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)圖ADPy1419.17QiPDDP11TQg0.1150695.47544TTy1QikN,kNB=K=g=kNPmaxPminB與圖9中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)1DPyQiPDD193.55P11TQg0.130011710.425441TTyQi/2mB0s圖)zz)zz)1.0450.810.300.2508/kNm21kzs1z01.0450.410.300.1254/kNm22kzs2z0QkNmB1.40.250862.10/q11kQkNmB1.40.125461.05/q22k1.10116WhB1Q1z10___hBWh2Qzs21s3s4z2z01.40.41.10120.50.41.1311.510.361.79kN10中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì))zz))zz)z1.1440.1510.300.0513/kNm23kzs5z01.1440.510.300.1716/kNm24kzs6z0kNm1.40.051360.43/qB3Q3kkNmB1.40.171661.44/q4Q4k___hBWhh2Qs5s6z3s7s8z5s9s10z4z01.40.150.51.18820.30.61.26872.260.30.61.2121.090.3611.39kN圖第三節(jié)內(nèi)力分析Ki圖11中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)上圖中各柱柔度ij3.8mHmI0.0021mI0.0143m;H,,,4412121HHH313312E3I3IA121312.13.8332.810730.002130.0143m/31.7410/=mkN圖A3FA4.4mH7.4mH15.7mI0.009mH,,,,41231I0.0304m4,I0.0572m4;231HHHHH3133331232E3I3I3IC12314.47.44.415.77.4333332.810730.00930.030430.0572m/49.5910/mkN圖4DC3.6mH4.4mH7.4mH15.7ma,,;123I0.009m4,I0.0304m4,I0.0572m4;123圖aaHHaHH1HaaH22HH221H3H322313331212322332I3I2I3I2IEI11223321222223333332275.61m/412中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)5.6110/4mkNBCCBDEED0.8mH3.8mHmH,,;4561HHHHH3533334456E3I3I3IB12310.83.80.812.13.8333332.810730.00930.030430.0572m/43.7910/4mkNEB圖Ki5.61104K0.265;DE3.79101.7410431EFK2/m3K442CD15.61104K0.317BC1.771033K25.61104K0.265BC3.79101.7410434ABK29.59105.61100.2651.7710/mkN3K445CDBC45.61104K0.317DE1.771036K5KK/3m3447ABBC31.9410/mkN3KKK8EFDE67Ge243.720.0512.19kNmAM111MGeGGe23314253.160.525.20kNm1Ge356.170.15kNmM1122MGe102.530.42kNm733MGe243.720.45109.67kNm144MGe53.160.7539.87kNm3M5Ge53.160.942.78kNm圖圖53A13中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)Xi圖MM12.12kNmMMM25.20kNm,M,AF1GJ212MMMkNm,MMMkNm,CD11MMM109.67kNm,MMM39.87kNm34BEH2I2MMMkNm。H3I35XiEXCDKEKKDEKXX;X;X3131121K2K372EFCMMMMMMMAAGCBBHHBH2H3BH3112DMMMMMCCBCBHCHHCHHCH112233MMMMMDDEIII112233EMMMMMMMFFJDEE11I22I3EI3ij3.8mHmI0.0021m4,H1211HHH21221I0.0143m42E2I2I2A1213.812.13.82222.810720.002120.0143412.8810kN圖A;41FA14中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)3.8mHmI0.0021m4,H121I0.0143m4;21HH2221E2IAG213.82241271.6510kN41FJAG圖A4.4mH7.4mH15.7m,H123I0.009m4,I0.0304m4,I0.0572m4;1231HHHHH222221E2I21322I2IC12314.47.44.415.77.4222222.810720.00920.030420.0572圖411.1910kNH41DC0.8m,4H3.8m,Hm,56I0.009m4,I0.0304m4,12I0.0572m4;3BCBH1HB14E2IHHHH22222圖54652I2I12310.83.80.812.13.8222225.0610kN512.810720.00920.030420.05725.06a41ED1E3.6mH4.4m,1H7.4m,H15.7m;231HaHHHH22222212I2132E2I2I12314.43.67.44.415.77.42222222.810720.00920.030420.0572圖5115中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)9.3310kN51DEH3.8mHm,H456I0.009m4I0.0304m4I0.0572m4;1231HHH2225465E2I2I2313.80.812.13.822222.810720.030420.0572圖514.9351EIBH223.8mHm,H,56I0.0572m4;3HH12265E2IBH3313.822圖圖圖51274.1251EIBH331.8mH4.4mH7.4m,a12H15.7m;31HaHHHH222222112I2132E2I2I12314.41.87.44.415.77.42222222.810720.00920.030420.0572411.1310kN41HDICH114.4mH7.4m,,12H15.7m,31HHHH2222CH22132E2I2I2317.44.415.77.422222.810720.030420.0572518.0610kN512216中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)7.4mH15.7m;H,231HH2232則E2ICH3317.4221072515.9951DI3CH3圖XijiCMMMMAAGAGCBCBBMMMHBHHBHHBH11223312.192.8825.21.6553.435.0644555m3DMMMMMCCBHHH112233MMMMMDDEDE11I2DI2I3DI353.43454243.061.131039.878.061042.785.9910455m3EMMMFFJFJDEDMMMMEEIEII2EI2I3EI311Cm3Xi333X4.2410315.61334X10.9910325.6134X4.26343X。i17中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖N圖V圖圖18中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)。圖MQe52.920.052.65kNmA11MQe52.920.210.58kNm;G12MQe52.920.4523.81kNmB13XiCDKEKKDEKXXX,,313111K2K72EXXCMMM,,23AAAGAGBBEFDM,E0;BCB由XijiC23.81m4453D23.819.33102.2210m,53E0;033X103105.61334X1.58103205.61104X0.42343X。i19中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖N圖V圖圖20中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)圖MMQe70.560.1510.58kNmCD11XiCDKEKKDEKXXX,,313111K2K72EXXCM,,23ACBCEFDMM,EM;CCDDDED由XijiC10.585.06105.3610m54D2m43ECm4434X10310.115.61344X1.3810325.6144X343Xi21中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖N圖V圖圖22中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖N圖V圖圖23中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)A柱Dmax圖MDe419.170.5209.59kNmGmax3MDe88.910.980.02kNmH5XiMMKXGAGHBHCH31K7209.591.651080.024.12105.99100.3174551.9410318.74kNMXXH12K25.611045103kNXXK3.230.2650.86kN321Xi24中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖N圖V圖A圖Dmax25中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)Dmax圖MDe88.910.544.46kNmGmax3MDe419.170.9377.25kNmH5XiMMKXGAGHBHCH31K744.461.6510377.254.12105.99100.3174551.941038.10kNMXXH12K25410310.20kNXXK10.200.2652.70kN321Xi26中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖N圖V圖圖Dmax27中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)Dmax圖MDe801.850.75601.39kNmH4MDe193.550.75145.16kNmI4XiMMMKMKXHIH4I1KK2CD41601.39145.168.06104.93100.265559.591025.61100.26524431.11kNMXXI23EF31.115.6154344.86kNXi28中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖]N圖V圖圖Dmax29中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)DmaxDmaxM圖N圖V圖圖Dmax30中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)DmaxDmaxM圖N圖V圖圖Dmax31中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)DF柱maxDmaxM圖N圖V圖圖Dmax32中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)T跨(TkN)maxmax當(dāng)圖Xia1.2m3.8m,,H1Hm,I0.0021mm,I0.0143mm442122a2aHH221HaaHHH333312I2112133I2IEIAK11221.23.81.221.212.13.813.81.232212.132332.81030.002120.002130.014320.014371.4m/3T16.231.41031.94103X11.71kNAK1K7XXK11.710.317kN213XXK3.710.2650.98kN321Xi33中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)M圖V圖圖TmaxT跨(T)kNmaxmax當(dāng)圖34中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)XiKTX,BLCL31K7TXXXXK,12K3212ij3.2mH4.4ma,,1H7.4m,H15.7m,I0.009m4231I0.0304m4,I0.0572m4;23圖aHaHa22H3H31331123I2I3I1aH112CLEHaHH221HH22332232I232I3I2333.24.43.24.43.2227.44.43333130.00920.00930.03042.81073.27.44.43.215.77.42215.77.4322320.030430.057220.05726.0m/40.4mH1.2mH4.2m,a12H12.5m,I0.009m4,I0.0304m4,312I0.0572m4;3aHaHa223HH33344453IaH2I3I1112H2E2HaH22HH33552I46563I2I233圖0.41.20.41.20.4224.21.23333130.00920.00930.03042.81070.44.21.20.412.54.22212.54.2322320.030430.057220.0572m/4Xi35中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)28.833.57106.0100.31744X2.48kN1.94103144X9.271032XXK9.270.2652.46kN321Xi圖V圖圖Tmax36中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)T跨(T)kNmaxmaxTmaxM圖V圖圖Tmax37中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)圖XXXX;XXXX;XXXX11ab1c22a2b2c33a3b3cXiaAWq1A1ABWq2F2F___AWKBKKX3BCC313aK7WXX3圖Ca12aK2BXX2a3aEFXibqK3BC3XbK7qX圖X3Cb2bK2XXK3b2b1XicqK4ED6X3cK8qXX4D3c2cK5圖XXK1c2c438中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)i3.8mHmI0.0021mI0.0143m42H,,4,1211HHH413.812.13.8444447.0710m/kN32121E8I8I2.81080.002180.0143A712圖A圖3.6m4.4m,H7.4m,H15.7m,H0.8m,,Ha1234H3.8m,Hm,I0.009m,I0.0304m,I0.0572m4445612aHHaHH32124I43a2aH4Ha3322242121112I1aH13aH2E4CHH23322323212I33.623.64.444.433.622240.009243.67.44.433.67.44.4133222.8107120.030443.615.77.433.615.77.433222120.0572m/32aaHa434343aHHHaaHH22244554412I12I1122aH4HaaH4HaEB2665512I3m/322.9910m/kN32DC39中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)1.6910m/kN32EBA4.441.74102.17.07102.2610m332Bm3322.261011.395.61109.59100.3171.05100.2650.3172442Xa1.941039.69kN11.39105.61101.05100.265442X2a7.67kN31.05105.611024Xa2.92kN101.7410430.431.69102.99100.317330.16kNX1.94103b5.6134X2b0.68103X0.680.2650.18kN3b1.441.69102.99100.317330.55kNX1.941033c5.6134X2c2.26103X2.260.2650.60kN1cXiXXXX9.690.160.608.93kN11ab1cXXXX7.670.682.266.09kN22a2b2cXXXX2.920.180.552.19kN33a3b3cXiM圖40中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)V圖圖M圖V圖圖第四節(jié)內(nèi)力組合41中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)為A圖AMNNMMNNMMMN、V;N、V;maxmaxN、V;MmaxN、V;Mmin+取AFA。42中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)表2-2A柱內(nèi)力組合表1234567891011MNMNMNV-18.470-3.2700Ⅰ-Ⅰ-18.470-3.2700Ⅱ-ⅡⅢ-Ⅲ-58.810-10.4100-0.12-0.42-5.764.86-2.72.37maxNmax+MNMNMNV39.7-110.43615.19-77.53357.07-68.79469.4410.22-109.52730.97154.67784.1793.64Ⅰ-ⅠⅡ-Ⅱ1.0×(25+8)1.0×(25+7)Ⅲ-Ⅲ820.975.23-4.9543中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)表2-3BC柱內(nèi)力統(tǒng)計(jì)表Tmax荷載類型在BC柱左序號(hào)1234567891011M18.360-56.00-56.00-5.8100NMN5.6936.720-112.00-112.00-11.6300485.752.92-18.1352.92-17.6952.92-17.6952.92-16.0452.92-16.0452.92-11.4752.92-0.55MN36.720-112.00-112.00-11.6300MN51.360-141.49801.85459.9801.85349.29801.85349.29801.8543.27801.8536.87-141.49193.1612.17193.16-66.58193.16-66.58193.16-283.89193.1626.25-13.5200MN51.360-13.5200MN47.3188.91-32.7188.9196.0288.91-15.51106.26419.17-270.99419.17-119.1419.17-18.3-20.6300MN-20.6300MN-40.3100938.970.56-1.27V-6.75-1.16-7.52.3744中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)表2-4BC柱內(nèi)力組合表作用在AB跨TD在BC在BC在DE在DE1234567891011max+-MNⅠ-ⅠMNⅡ-ⅡⅢ-ⅢMN1+0.85×(25+712+15)789.4MN38.63-299.41944.59-128.93997.75-305.691031.5-560.271381.55-895.361504.3641.271+0.85×(28+10+12+15)Ⅳ-ⅣⅤ-Ⅴ795.4MN1+0.85×(28+10+12+15)MN1+0.85×(28+10+12+15)Ⅵ-ⅥⅦ-Ⅶ2113.91105.382167.07-502.032230.4846.19MN1+0.85×(26+812+1617.04429.631074.45-47.88MN1+0.85×(35+9+14)1+0.85×(26+812+Ⅷ-Ⅷ15)V45中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)第五節(jié)柱的設(shè)計(jì)Nbfbh111.94000.55360942.48kNANNbb1cb0fbhbbhbh1cb0ffb0111.91000.557604001001501032.9kNNANAbMNNMAM171.28mMkNm348.9NN615.19kNV4.95111.95000.555601832.6fbhkNNNb1cb0111.95000.558602814.35fbhkNb1cb0fbhbbhbhNb1cb0ffb0111.91200.551160500120200kNNN2NbMNNMNM在MNM229.41kNmMkNm;;944.59kNN1660.99kNNM895.36kNmMkNmNkNV46.19kN1504.36kNN;;V41.27kN46中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)表2-5縱向受力鋼筋計(jì)算表A柱柱截面項(xiàng)目MkNm-110.43615.19-299.41944.59504.55-502.032230.48)1660.991804913173045952250202720304040eee200518337334635265i0a0u7.68.86.08.38.38.3ll0h3.03>11l00.961.01.01.01.02h1l20h121.451.111.261.081.061400eeamm450.0935.0684.6770.71233.12issssssh1cff60AA299476212313422510ss4206204254256252mm19640.650.971.93側(cè)/%1.571.771.310.871.93全部N252mmh,xfbf1cf47中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)Nfbbh382.1mm1cffx;fb1cxNfbbhfbh110cffbcbhfbhNfbbhhf22e1cff01c0fbh0.8ha10cb0sxh0.7451160864.2mm0hNea2isAAssfhay0sxNefbxh21c0AAfhassy0sxhfNefbxhfbbhh221c01cff0AAfhayss0sAsAA%%T,ss側(cè)bh全部AAA%%s,ss側(cè)2bhbbh2bbhbhffff3AkN1.751.75fbht1.2710076042.2kN13103kN1.751.75fbht1.271201160kN131048中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)柱l1.25H1.253.8u11.880.952,查表得00.4bbN0.9fAfAucys0.90.95211.94002NAuI143108283.8mm,iA1.775105l0.8H103u,查表得0iiN0.9fAfAucys0.90.71511.91.77510300218841965.4kN5NAuA柱l1.25H1.254.411u00.5bbN0.9fAfAucys0.90.96511.95003002Nul1.25H1.253.0u7.51,查得00.5bbN0.9fAfAucys0.9111.92NuI572108mmiA3.055105l0.8H103u0iiN0.9fAfAucys0.90.77511.93.05510300229453768.2kN5Nu49中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)柱100mmh700mmc400mm,a,,h300mm,,0.651①FGD53.16419.17472.33kNv3GDmax53.16419.17FkN31.21.41.21.4FT16.23kNhmaxT1.4F11.59kNFFfbhtk10.50a0.5h01.784000.6510.5圖460.92kNFvk②343.71103FA2.53N/f8.93N/mm22c③100mm0.3h198mma0FaF472.331981030.8530066016.23103As1.21.2576.7mm2vh0.85fhf300y04(A)y2sf0.2%t804fminyA0.2%0.29%0.6%sbh400700④210@100h30A3478.5942mm402mm22s250中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)ah0柱4120mma,c240mmh540mmh300mm0.8,;1FG102.53kNv7G102.531.2F85.44kN71.20F,hkf481.08F0ah0圖120mm0.3h150mm150mm120.6mm2aa0102.53150103FvA0.85fh0.85300500sy04(A615mm2s615As0.2%0.23%0.6%bh500540210@100h30A3478.5942mm307.5mm22s2ah0150mma,c300mmh600mmh300mm0.8,;1FGQ243.7252.92296.64kNv11GQ243.7252.92F1240.9kN11.21.41.21.4WFh2.22kN12圖51Fh1.4F1.59kNFhkFvk240.9vkh560mmmm2c150mm0.3h168mmmma0FaFvhf300y0y4(A615mm2s8040.27%0.6%2h03A2s2aa,c450mmh850mmh400mm;1v331.21.4hh0vk中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)103FA3.63N/f8.93N/mm22c150mm0.3h243mmamma0FaFAshvfhfy0y855.011031031121.2mm24(A1256mm2s1256bh500850As0.2%0.3%0.6%2h30A4478.51256mm628mm22s2a0300mma,c600mmh1100mmh500mm;1FGD53.16419.17472.23kNv3max53.16419.17GDFkN31.21.41.21.4FT16.23kNhmaxT1.4F11.59kN圖53中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)10.5FFfbhtk0a0.5h01.785000.6510.5769.93kNFvkmmmm343.71103FAN/f8.93N/mm22c300mm0.3h318mmamma0FaF472.233181030.85300106016.23103As1.21.2620.5mm2vh0.85fhf300y0y4(A1256mm2s1256bh5001100As0.2%0.23%0.6%210@100h30A5478.51578mm628mm22s2ah0e0.3mm0maxh0A54中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)表2-6柱裂縫寬度驗(yàn)算表Ⅲ-Ⅲ截面M/(-188.32595.69316-230.32726.61317kkkkl0h12101.141.1371.137seeamm2s0sfff02Z104324320f2k161.1fff-0.42<0.2取0.2dCWmmEste;1.78N/mm2,E2.010N/mmC30,52.1;f2,tkscr55中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)對(duì)A1.51.51.20.40.4257.2kN/m1.51.20.41.22521.6kN/m1.51.20.1775251.18.8kN/mq1q2q31qHkNmM22111u1MqhqHhHm222221uu1由MRlM0ql322BA323圖A1M1Rql27.8622l2A3331dRxqxRqx0M2M323A3d3AxRx3.17mAq31M27.863.178.83.17kNm223A1256mmA24)ssMfAha300125636040uys0s120.58kNmM0.951.9846.78kNm01106M110N/mm2s0.87hA0.873600s1256As0.0157bh0.5400400fdw2.1C0.08eqssEste56中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)2.1105wmaxA1884mmA26)ssMfAha300157076040uys0s339.12kNmM0.976.4368.79kNm01106M61.36N/mm2s0.87hA0.877600s0.01tef0.20.01dw2.1C0.08eqssEste2.1105wmax對(duì)1.5q1.51.27.513.5kN/m1q1.51.20.50.842518.9kN/m2q1.51.20.50.92520.5kN/m3q1.51.20.51.352530.8kN/m4q1.51.20.51.82540.5kN/m5q1.51.27.641.1kN/m611MqHqqhlh22211u312321qqhlhlh22113221139.5kNm圖57中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)1111MqqhqHh2qqhhlhqqhhlhlh2222224131u331233221133221206.89kNm111MRlhlMqlqhlhqllhl022122BA445234544465445121qlqhlhqllhlM22253454446544275.34kNRlhlA4451dRxqxRqx0M2;M323A6d6AxRqxm處A611Rxqx75.344.9815.134.98187.58kNmM22223A6A1964mmA24)ssMfAha300196456040uys0s306.4kNmM0.9139.5125.55kNm01106M121.49N/mm2s0.87hA0.875600s0.0131tefdw2.1C0.08eqssEste2.11050.1wmaxA1964mmA24)ssMfAha300196486040uys0s58中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)483.14kNmM0.9206.89186.2kNm02106M117.33N/mm2s0.87hA0.878600s1964As0.0090.01bh0.55009000.01tefdw2.1C0.08eqssEste2.1105wmaxA2945mmA26)ssMfAha3002945116040uys0s989.52kNmM0.9187.58168.82kNm03106M52.6N/mm2s0.87hA0.870sA2945bhbbh0.02s0.51201200500120200fff0.2取dw2.1C0.08eqssEste0.32.10.017w10559中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)0.2%5%側(cè)全部側(cè)mm3(A2)2s2側(cè)1570mm5(A2)s11412側(cè)1140mm1900mm3(A2)s2側(cè)5(A2)s。1.51.51.20.40.3255.4kN/mq1q1.51.20.40.6251.111.88kN/m31qH17.56kNm圖M2211u60中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)11MqhqHhH37.27m222221uu1由MRlM0ql22BA32231M1Rql65.0722l32A231dRxqxRqx0M2M323A2d2AxR5.48mxAq21M65.075.4811.885.48178.2kNm223A941mmA23)ssMfAha30094126040uys0s62.11kNmM0.917.5615.8kNm01106M68.75N/mm2s0.87hA0.872600s941As0.0157bh0.5400300f1.780.015768.751.10.650.20.0280.2dw2.1C0.08ssEste61中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)2.1105wmaxA1570mmA25)ssMfAha300157056040uys0s244.92kNmM0.9178.2160.38kNm01106M194.14N/mm2s0.87hA0.875600s1570As0.0131bh0.5400600f0.0131dw2.1C0.08ssEste2.1105wmax62中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)第六節(jié)基礎(chǔ)設(shè)計(jì)25C:f11.9/1.27/HRB335,Nmm2Nmm2,fctf300N/C。102yA如右圖所示基礎(chǔ)梁灰磚墻,墻上開層鋼窗,上窗:3.6m1.8m3.6m4.8m/m2;雙面抹灰磚墻自重為取為/m213.664.81.83.65.24kN0.250.4562518.8kN圖332.6kNNwk1.2N1.2332.6399.1kNwkNwM171.28kNmM93.64kNmN820.97kNVkNM68.79kNmN469.44kN;348.9kNⅠ:N;V4.95kNV10.22kN。圖A①圖Ad。d1.10.51.6m63中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)NNAm2kfd20am1.4A1.45.92m2l3.02.1m2b11lb2.133.15m22366②NMNMP;P;kAkAGdA201.66.3239.4kNkm1.2f1.2260312kN/m2a。表2-7A柱基礎(chǔ)底面壓力標(biāo)準(zhǔn)值計(jì)算表Mmk933.11-103.14180.86dkkkwkdkkwkwkP2k,maxkN/m2106.1133.4179.96191.04115.37148.11kPPP/m2k2k;hfPkafPkPka0表。70040660mmh0aatba40023751150mmt64中國地質(zhì)大學(xué)(武漢)建筑工程畢業(yè)設(shè)計(jì)a1150266024702100a2100mmbbaa11502100amb1625mmt22FPlA209.380.0652.128.58kNj,maxl0.7fah0.70.9751.271625660929.6kNFhptm0l表2-8基礎(chǔ)底面凈反力設(shè)計(jì)值計(jì)算表868.50dw-129.92dwwNMP(m)(m)d155.

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