地下室結(jié)構(gòu)彎矩表設(shè)計(jì)師參考必備2016年地下室結(jié)構(gòu)彎矩表設(shè)計(jì)師參考必備2016年64/66PAGE64地下室結(jié)構(gòu)彎矩表設(shè)計(jì)師參考必備2016年地下室結(jié)構(gòu)彎矩表設(shè)計(jì)師參考必備2016年工業(yè)建筑結(jié)構(gòu)設(shè)計(jì)混凝土結(jié)構(gòu)設(shè)計(jì)指南及規(guī)定第七冊(cè)地下結(jié)構(gòu)彎矩表（共八冊(cè)）中冶京誠(chéng)工程技術(shù)有限公司工業(yè)建筑院二○○五年七月適用條件電纜隧道、地下通廊、建筑物地下室、設(shè)備基礎(chǔ)地下室、地下料倉(cāng)等地下池類結(jié)構(gòu)，側(cè)壁及底板按強(qiáng)度及裂縫寬度控制的最大彎矩值。與水池結(jié)構(gòu)不同，裂縫寬度計(jì)算系按《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》目錄1．表格使用說(shuō)明………………22．鋼筋保護(hù)層厚度30mm的彎矩表…………43．鋼筋保護(hù)層厚度40mm的彎矩表…………29制表：覃嘉仕審核：孫衍法審定：李緒華表格應(yīng)用說(shuō)明1．最大裂縫寬度按0.2mm。2．側(cè)壁受力筋砼保護(hù)層厚度按30mm，底板受力筋砼保護(hù)層厚度按40mm。側(cè)壁受力筋為內(nèi)層鋼筋時(shí)可近似按保護(hù)層厚度40mm查表。當(dāng)側(cè)壁或底板配置雙排鋼筋時(shí)(h≥800mm)，可按保護(hù)層厚度40mm查表，將強(qiáng)度和裂縫控制的彎矩值分別乘以0.95、0.90的折減系數(shù)。3．砼強(qiáng)度等級(jí)按C25、C30兩種。4．強(qiáng)度控制的最大彎矩值與基本組合彎矩值對(duì)應(yīng)，基本組合彎矩值由設(shè)計(jì)人根據(jù)結(jié)構(gòu)型式及荷載種類，再考慮荷載分項(xiàng)系數(shù)進(jìn)行計(jì)算。荷載分項(xiàng)系數(shù)如下：水、土壓力：1.2地面荷載：1.4車輛荷載：1.45．裂縫寬度控制的最大彎矩值與標(biāo)準(zhǔn)組合彎矩值（無(wú)地面荷載時(shí)）或準(zhǔn)永久組合彎矩值（有地面荷載時(shí)）對(duì)應(yīng)，車輛荷載不考慮。地面荷載準(zhǔn)永久值系數(shù)按下列取值：＜100kPa0.5≥100kPa0.4地面荷載除通過(guò)土壓力作用于側(cè)壁外，也可能直接作用于地下室、地下隧道的頂板。6．設(shè)計(jì)人計(jì)算出兩種彎矩后，根據(jù)側(cè)壁厚度或底板厚度按鋼筋直徑從小到大查出與之較接近的彎矩值（此彎矩值必須≥計(jì)算的彎矩值），從而確定配筋。注意核對(duì)配筋率，最好在0.3%~0.8%之間，否則應(yīng)考慮調(diào)整厚度。當(dāng)彎矩值最大部位（如側(cè)壁根部）的厚度及配筋較適宜后，其余彎矩值較小部位應(yīng)在滿足彎矩值及最小配筋率前提下盡可能采用較小配筋，此時(shí)不必考慮較適宜的配筋率。7．選擇配筋時(shí)，應(yīng)在滿足強(qiáng)度和裂縫寬度要求及較適宜配筋率前提下，盡量選配較小直徑鋼筋。8．@50、@75屬鋼筋在水平或豎向轉(zhuǎn)角處彎折形成的，此時(shí)的配筋率可＞0.8%，非彎折區(qū)不得以此間距直接配筋。雙排@100、@150的配筋可按@50、@75，保護(hù)層厚度40mm查表，但兩種彎矩值需進(jìn)行折減，見(jiàn)第2條。9．表格中帶有對(duì)角斜線的部分為不得采用的配筋，原因?qū)傧铝衅渲械囊环N：1）低于最小配筋率2）超筋3）鋼筋凈距不符合規(guī)范要求，即30mm及1.5d10．有關(guān)內(nèi)力計(jì)算及構(gòu)造要求同水池結(jié)構(gòu)設(shè)計(jì)指南。鋼筋保護(hù)層厚度30mm按強(qiáng)度及裂縫寬度控制的最大彎矩值壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30250φ12@200353523240.26@150464731330.35@100686946490.53@75889060630.70@5012612991941.06φ14@200474730320.36@150626239420.48@100899158610.72@7511511877800.96@501611671211241.45φ16@200606137390.47@150788049520.63@10011311571740.95@75143148981011.26@501952051571601.90壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30300φ12@200@150585838400.29@100858657600.43@7511111276800.57@501601631111150.86φ14@200585937390.29@150777849520.39@10011211473770.59@7514614995990.78@502072131451501.17φ16@200757646490.38@1509910061650.51@10014314588930.77@751841881181231.02@502552651871921.53φ18@200949555590.49@15012212472770.65@1001751791061110.97@752222291461511.30@503013172372421.95壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30300φ20@20011311565700.60@15014715083880.81@1002082141281331.21@752602721791841.61@503662942992.42φ22@20013413673780.73@150173177971010.98@1002412501531571.47@752973132172211.96@50350φ12@200@150696945480.24@10010210367720.36@7513313590960.48@501941971321380.72φ14@200707044460.25@150929358620.33@10013613787930.49@751771791141200.66@502532591701770.98壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30350φ16@200909154580.32@15011912072770.43@1001731751061130.64@752242281401460.86@503153262182241.29φ18@20011311466710.41@15014714988940.55@1002132171261330.82@752732801711771.09@503773932742801.64φ20@20013713878840.51@1501781811011070.68@1002552611501561.01@753233342082141.35@504354603383452.03φ22@20016316590960.62@1502112151161220.82@1002983071781841.23@753733892502561.64@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30400φ12@200@150@10011911978830.31@751561581041110.41@502282311541630.62φ14@20000000.00@15010810867720.28@1001591601011080.42@752082101341430.57@502993051962050.85φ16@20010510663670.28@15013914084900.37@1002032061261340.56@752642691621710.74@503763862482571.11φ18@20013213376820.35@1501731751021090.47@1002512551471560.70@753243311962050.94@504534703103181.41壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30400φ20@20016016291980.44@1502102121201290.58@1003023081731820.87@753863972362451.16@505295543813901.75φ22@2001911931071150.53@1502492531361440.71@1003553642032121.06@754494652822911.41@50450φ12@200@150@10013613689940.27@751791801191260.36@502622651781890.55φ14@200@15012312477820.25@1001821831151220.37@752382411531630.50@503463522232340.75壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30450φ16@20012012172770.24@150159160961020.33@1002332361431530.49@753043091861970.65@504364462792900.98φ18@20015115287930.31@1501982001161240.41@1002892931701810.62@753753822222330.83@505305463463571.24φ20@2001841851041110.38@1502412441381480.51@1003493551982080.77@754494602652761.02@506246494244351.53φ22@2002202221211310.46@1502872911571680.62@1004124212302400.93@755255413153261.24@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30500φ12@200@150@1001531531001060.24@752012031331410.32@502962991992120.49φ14@200@15013986@1002052061291370.33@752692721721830.44@503923982512650.66φ16@20013680@1501791801071140.29@1002632661611720.44@753443492112250.58@504965063113240.87φ18@200170171981050.28@1502242261301390.37@1003273321952080.55@754264332502640.74@506066223823961.10壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30500φ20@2002072091161250.34@1502722751551660.46@1003964022232370.68@755125232963090.91@507187434664801.37φ22@2002482501361470.41@1503253291811950.55@1004694782572710.83@756016173483621.10@50550φ14@200@150@1002282291431520.30@753003031902030.40@504384442812970.60φ16@20000000.00@1501992001191270.26@1002942961781900.39@753853892372540.52@505575673433600.79壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30550φ18@2001891901081160.25@1502492511441550.33@1003663702162320.50@754774842792960.66@506826994194361.00φ20@2002312331291380.31@1503043071721850.41@1004434502512670.62@755755863273430.82@508128375085251.23φ22@2002772791511630.37@1503633672012170.50@1005265352863030.75@756776933833991.00@50φ25@2003513551872020.48@1504584652392550.64@1006566723503660.97@758348624824991.29@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30600φ14@200@150@1002512531571670.27@753313332092220.36@504844903123320.55φ16@20000000.00@1502192201301390.24@1003243261952090.36@754254292612780.48@506176273783970.72φ18@2002082091191270.23@1502752761581700.30@1004044082382550.45@755275353103300.60@507597754574770.91φ20@2002552561421520.28@1503353381892030.37@1004904972803000.56@756376493603790.75@509069315515711.12壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30600φ22@2003053071661780.34@1504014052212380.45@1005835923173370.68@757537694184380.91@50φ25@2003883922052220.44@1505075142672870.59@1007307453834030.88@759339605235421.17@50650φ14@200@150@1002742761701820.25@753623642272420.33@505305363413630.50φ16@200@150239014200.00@1003543562132270.33@754654702843030.44@506776874134360.66壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30650φ18@200@1503003021731850.28@1004424462592770.42@755785863423650.56@508358514965200.83φ20@2002782801541660.26@1503673692062210.34@1005385443083310.52@757007113944170.69@50100110265946181.03650φ22@2003343361811940.31@1504394432412590.42@1006406493493730.62@758298454554780.83@50φ25@2004254282242410.40@1505565632983210.54@1008038194184410.81@75103110585645871.08@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30700φ14@200@150@1002972991841960.23@753923952462620.31@505775833693930.46φ16@200@150@1003843872302460.30@755055103073280.40@507377484504780.61φ18@200@1503263271872000.26@1004804842803000.38@756296373734000.51@509119285365640.77φ20@2003023031671790.24@1503984012222390.32@1005855913343580.48@757637744304570.63@50109511206396660.95壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30700φ22@2003623641962100.29@1504774812612800.38@1006977063834110.58@759059214935200.77@50φ25@2004614652422610.37@1506056123233490.50@1008778924544810.75@75112911566066331.00@50750φ16@200@150@1004144172482640.28@755455503303530.38@507988084895210.56φ18@200@1503513532012150.24@1005185223013230.36@756806874024300.48@5098810045786100.72壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30750φ20@200325179@1504304322392570.29@1006326383593850.44@758268374674990.59@50118912146847160.88φ22@2003913932102260.27@1505155192813020.36@1007547634194510.54@759819975325640.71@50φ25@2004985022612810.35@1506546613483750.46@1009519664925240.69@75122712546496810.93@50φ28@2006166223153410.44@1508068164094410.58@100116111855816120.87@75148415277908221.16@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30800φ16@200@150@1004444472652830.26@755865903533770.35@508588685305650.53φ18@200@1503763782152300.22@1005565613223450.33@757317384304600.45@50106410806216570.67φ20@200@1504614642562750.28@1006796853844130.41@758899005075430.55@50128313087317670.83φ22@2004194212252420.25@1505535573003230.33@1008118204514850.50@75105710735746100.67@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30800φ25@2005355392793010.32@1507037103724010.43@100102410405325680.65@75132513536947300.86@50φ28@2006626683383650.41@1508678784474820.54@100125312776236590.81@75160716508408751.09@50850φ16@200@150@1004744772823020.25@756266303074020.33@509189295656030.50φ18@200@150@1005955993433680.31@757827894584910.42@50114011576667070.63壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30850φ20@200@1504924952732930.26@1007267324094400.39@759529635465860.52@50137814037798200.78φ22@2004484502402580.23@1505915953203440.31@1008688774805170.47@75113311496176570.63@50φ25@2005725762973210.30@1507527593974280.41@100109811135736140.61@75142414517407810.81@50φ28@2007097153603890.38@1509299404805190.51@100134613706677070.76@75173017738909301.02@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30900φ18@200@150@1006336373653910.30@758338404865210.39@50121712337137590.59φ20@200@1505245272903110.24@1007737794354670.37@75101410255806220.49@50147214978298740.73φ22@2004764782552740.22@1506296333403660.30@1009259345105480.44@75120912256617070.59@50φ25@2006096123163410.29@1508018084214550.38@100117211876176630.57@75152215497888330.76@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30900φ28@2007557613824140.36@15099010015105510.48@100143814627127580.72@75185318969419870.96@50φ32@2009699794805200.47@150126512836056510.63@100181618578689140.94@75@501000φ18@200@150@1007097134074360.26@759359425435810.35@50136913868118680.53φ20@200@150587324@1008678744855210.33@75114011516476950.44@50166016859329890.65壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C301000φ22@200@1507057093804080.26@100103910485696120.40@75136113777568130.53@50φ25@2006826863533810.26@1509009064705070.34@100131913347067610.51@75171817458889450.68@50φ28@2008478534274620.32@150111411245706160.43@100162316478098650.64@7521002143104911050.86@50φ32@200109011005365810.42@150142614446977530.56@1002057209897110280.84@75@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C301100φ18@200@150@1007857904494810.24@75103610445996420.32@50152215388999630.48φ20@200@150@1009629685365750.30@75126612777157670.40@5018491874104311110.59φ22@200@1507817854194510.24@100115311626296760.36@75151315298389010.48@50φ25@2007567603904200.23@15099810045195600.31@100146614817798410.46@751914194299510640.62@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C301100φ28@2009409464725100.29@150123712476296800.39@100180718319139810.58@7523462389116212310.78@50φ32@200121012215926420.38@150158716057898560.51@10022982339108111500.76@75@501200φ18@200@150@1008628664925270.22@75113811466567020.29@501675169198310540.44φ20@200@150@100105610625866300.27@75139114027828390.36@5020372062116012420.54壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C301200φ22@200@1508578614594930.22@100126712766887400.33@75166516819179870.44@50φ25@2008294260.00@150109611035696130.28@100161316298539200.42@7521112138111111930.57@50φ28@200103210385165580.27@150136013716897450.36@10019922016102411060.53@7525922635128313650.71@50φ32@200133113416487030.35@150174717668649370.46@10025402581119712790.70@75@50鋼筋保護(hù)層厚度40mm按強(qiáng)度及裂縫寬度控制的最大彎矩值壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30250φ12@200333421220.28@150444428290.37@100646541440.55@75848553560.74@5011912277801.11φ14@200454527290.38@150595936380.51@100858651540.76@7510911267701.01@501521581011041.52φ16@200575834360.50@150747644470.66@10010710962651.00@7513514083861.33@501831931291321.99壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30300φ12@200@150555634370.30@100818251550.45@7510610869730.59@50153156971010.89φ14@200565733360.30@150747545480.41@10010810966710.61@7514014384890.81@501982041251291.22φ16@200727342450.40@150959656600.53@10013713979840.80@751751801041081.06@502432531581621.60φ18@200909151550.51@15011711966700.68@10016717194991.01@752122191261311.35@502853021972012.03壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30300φ20@20010811060650.63@15014014376800.84@1001982051121161.26@752482591531571.68@503472462.51φ22@20012813167720.76@15016516987911.02@1002292381321371.53@752812981831872.04@50350φ12@200@150676741440.25@100989962660.37@7512913082880.50@501871901181240.74φ14@200686840430.25@150899053570.34@10013113280860.51@751711731031090.68@502442501491551.02壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30350φ16@200878850540.33@15011511667720.44@100167169971030.67@752162201251310.89@503033131871941.33φ18@20010911061660.42@15014214482880.56@1002052091141200.85@752632701511571.13@503623782322381.69φ20@20013213473790.52@15017217593990.70@1002452521341401.05@753113221811871.40@504164412842902.09φ22@20015715984900.64@1502032071061120.85@1002862961571631.27@753573742152211.70@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30400φ12@200@150@10011511672760.32@75152153961020.43@502212241401480.64φ14@200@15010510562660.29@100154156931000.44@752012041241320.58@502902961751830.87φ16@20010210359630.29@15013513678840.38@1001972001171250.57@752562601471560.76@503633742172251.14φ18@20012812971770.36@150168170951020.48@1002432481351440.72@753143211761840.97@504384542672761.45壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30400φ20@20015615785920.45@1502032061121210.60@1002932991571650.90@753733852092171.20@505105363253331.80φ22@2001851881001080.54@1502412451261340.73@1003433531821911.09@754344502472551.45@50450φ12@200@150@10013213382870.28@751741761091160.37@502552581631740.56φ14@200@15012012171760.25@1001771791061140.38@752322351421520.51@503363422012120.76壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30450φ16@20011711867720.25@15015515689950.33@1002272301341430.50@752963011711820.67@504244342482581.00φ18@20014714882880.32@1501931951091170.42@1002822861581690.63@753653722022130.85@505145313033131.27φ20@200179181981050.39@1502352381301400.52@1003403461821920.79@754364472382491.05@506056303663771.57φ22@2002142161151240.48@1502792831481580.64@1004004102092200.95@755105262802901.27@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30500φ12@200@150@10014915092980.25@751971981231310.33@502892921841960.50φ14@200@15013580@1002002021201280.34@752632661601710.45@503833892292430.68φ16@20013275@1501751761001070.30@1002572601501610.44@753363411972100.59@504844942792930.89φ18@20016616792990.28@1502192201221310.38@1003203241831960.56@754164232302430.75@505916073393521.13壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30500φ20@2002032041101180.35@1502662691461580.47@1003873932082210.70@754995102692820.93@506997244084211.40φ22@2002422451291390.42@1503173211711850.56@1004574672372500.85@755866023133261.13@50550φ14@200@150@1002232251331420.31@752942961771890.41@504294352592760.61φ16@200@1501951961111190.27@1002882901671790.40@753773812232380.53@505445553123290.80壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30550φ18@2001851861021100.25@1502442461361460.34@1003583622042190.51@754664742592750.68@506676833763921.02φ20@2002262281221310.31@1502983001631750.42@1004344402352520.63@755625733003160.84@507938184504661.26φ22@2002712731431550.38@1503553591912060.51@1005145242662820.76@756626783483641.02@50φ25@2003443471781930.49@1504484552262420.66@1006426573213370.99@758158424324481.32@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30600φ14@200@150@1002462481461560.28@753253271952080.37@504754812903100.56φ16@200@1502152161221310.24@1003183201841970.36@754174212452620.49@506056153463660.73φ18@2002042051121200.23@1502702711501610.31@1003964002242410.46@755175252903090.62@507437604144330.92φ20@2002502511341440.29@1503293321791930.38@1004814872652840.57@756256363333530.76@508879124925121.14壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30600φ22@2002993021581700.35@1503933972102270.46@1005715812973160.69@757387543834030.92@50φ25@2003803841962120.45@1504975042542740.60@1007157303543740.90@759139404724921.20@50650φ14@200@150@1002702711591700.26@753553582122270.34@505215273193410.51φ16@200@150235133@1003483502002140.33@754574622672860.45@506656753824050.67壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30650φ18@200@1502952971631750.28@1004344382452630.42@755685763223450.56@508208364534760.85φ20@2002732751461580.26@1503603631952100.35@1005285342933150.52@756886993683910.70@5098210075365591.05φ22@2003283301721860.32@1504314352302480.42@1006286383303530.63@758148304204430.85@50φ25@2004174212142320.41@1505465532853080.55@1007898043904130.82@75101110385145361.10@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30700φ14@200@150@1002932941731840.24@753863892302460.31@505675733453690.47φ16@200@150@1003783812172320.31@754975022893100.41@507257364204470.62φ18@200@1503203221771900.26@1004724772652850.39@756196263533790.52@508969124935200.78φ20@2002972991591710.24@1503923952112280.32@1005755823173410.48@757507624044310.64@50107611015816080.97壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30700φ22@2003563591872010.29@1504694732492680.39@1006856953643910.59@758909064594850.78@50φ25@2004544582322510.38@1505956023103350.51@1008628784264530.76@75110911375565831.01@50750φ16@200@150@1004084112332500.29@755375423113340.38@507867964584890.57φ18@200@1503463481902040.24@1005115152853070.36@756706773814090.48@509729895355670.73壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30750φ20@200321171@1504234262282450.30@1006226293423680.45@758138244424730.60@50117011956276580.90φ22@2003853872012170.27@1505075112682890.36@1007427524004310.54@759669824995300.73@50φ25@2004914952502700.35@1506446513343610.47@1009369514654960.70@75120812356006310.94@50φ28@2006076133043290.44@1507938043924230.59@100114211665435740.88@75145915027227521.18@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30800φ16@200@150@1004384412502680.27@755785823333570.36@508468564995350.53φ18@200@1503713732042190.23@1005495533063280.34@757217284084380.45@50104910655796150.68φ20@200@1504554572442630.28@1006706763663940.42@758768874815170.56@50126412896747090.84φ22@2004134162152320.25@1505455492873100.34@1008008094314650.51@75104210585405760.68@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30800φ25@2005285312682900.33@1506937003573860.44@100101010255055400.66@75130613336456810.88@50φ28@2006536593253530.41@1508558664304650.55@100123512595856210.83@75158316257718071.10@50850φ16@200@150@1004684712672860.25@756186223553810.33@509069175335710.50φ18@200@150@1005875913263500.32@757727794354670.42@50112511416246650.64壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30850φ20@200@1504864892602800.26@1007177233904200.39@759399505215600.52@50135913847227620.79φ22@2004424442302480.24@1505835873063300.32@1008578664594950.48@75111811345846240.63@50φ25@2005645682863090.31@1507427493814120.41@100108310995475870.62@75140414316927320.82@50φ28@2006997053473760.39@1509179274635020.52@100132713516306700.77@75170617488228621.03@50壁、底板厚度(mm)配筋(HRB335)強(qiáng)度控制的最大彎矩M(kN.m)裂縫控制的最大彎矩M(kN.m)配筋率ρ(%)＝As/bh0直徑間距C25C30C25C30900φ18@200@150@1006256293463720.30@758238304624960.40@50120112186717170.60φ20@20000000.00@1505175202772980.25@10076