檢查井計(jì)算(直徑1.0m)

圓形水池設(shè)計(jì)(YSC0001)項(xiàng)目名稱構(gòu)件編號(hào)日期設(shè)計(jì)校對審核執(zhí)行規(guī)范:《混凝土結(jié)構(gòu)通用規(guī)范》(GB55008-2021),本文簡稱《混凝土通用規(guī)范》《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》(GB50010-2010(2015年版)),本文簡稱《混凝土規(guī)范》《建筑與市政地基基礎(chǔ)通用規(guī)范》(GB55003-2021),本文簡稱《地基通用規(guī)范》《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》(GB50007-2011),本文簡稱《地基規(guī)范》《工程結(jié)構(gòu)通用規(guī)范》(GB55001-2021)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012),本文簡稱《荷載規(guī)范》《給水排水工程構(gòu)筑物結(jié)構(gòu)設(shè)計(jì)規(guī)范》(GB50069-2002),本文簡稱《給排水結(jié)構(gòu)規(guī)范》《給水排水工程鋼筋混凝土水池結(jié)構(gòu)設(shè)計(jì)規(guī)程》(CECS138-2002),本文簡稱《水池結(jié)構(gòu)規(guī)程》鋼筋：d-HPB300;D-HRB335;E-HRB400;F-RRB400;G-HRB500;Q-HRBF400;R-HRBF500-----------------------------------------------------------------------1設(shè)計(jì)資料1.1基本信息圓形水池形式:有蓋池內(nèi)液體重度10.0kN/m3浮托力折減系數(shù)1.00裂縫寬度限值0.20mm抗浮安全系數(shù)1.10水池的幾何尺寸如下圖所示:1.2荷載信息頂板活荷載:1.50kN/m2地面活荷載:10.00kN/m2活荷載組合系數(shù):0.90荷載分項(xiàng)系數(shù):自重:1.30其它恒載:1.30地下水壓:1.50其它活載:1.50荷載準(zhǔn)永久值系數(shù):頂板活荷載:0.40地面堆積荷載:0.50地下水壓:1.00溫(濕)度作用:1.00活載調(diào)整系數(shù):其它活載:1.00壁面溫差:10.0℃溫差內(nèi)力折減系數(shù):0.65混凝土線膨脹系數(shù):0.000010不考慮溫度材料強(qiáng)度折減1.3混凝土與土信息土天然重度:18.00kN/m3土飽和重度:20.00kN/m3土內(nèi)摩擦角ψ:30.0度地基承載力特征值fak=120.00kPa基礎(chǔ)寬度和埋深的地基承載力修正系數(shù)ηb=1.00、ηd=1.00混凝土等級(jí):C35縱筋級(jí)別:HRB400混凝土重度:25.00kN/m3配筋調(diào)整系數(shù):1.20縱筋保護(hù)層厚度:位置頂板(mm)池壁(mm)底板(mm)上側(cè)(內(nèi)側(cè))202020下側(cè)(外側(cè))2020202計(jì)算內(nèi)容（1）荷載標(biāo)準(zhǔn)值計(jì)算（2）抗浮驗(yàn)算（3）地基承載力計(jì)算（4）內(nèi)力及配筋計(jì)算（5）抗裂度、裂縫計(jì)算（6）混凝土工程量計(jì)算3荷載標(biāo)準(zhǔn)值計(jì)算參數(shù)說明:γc、γw、γ土、γ飽和、γ水——混凝土、池內(nèi)水、自然土、飽和土、水的重度H、R、t、t1、t2、Le——池壁凈高、水池內(nèi)圓半徑、池壁厚、頂板厚、底板厚、底板外挑長度As、At、Ab——池壁面積、頂板面積、底板面積Hb、Hw——基底到地面的距離、地下水到地面的距離頂板恒荷載:頂板自重pk=γc×t1=25.00×0.20=5.00kN/m2覆土荷載psv=γ土×(Hb－H－t1－t2)=18.00×(3.400－3.000－0.20－0.15)=0.90kN/m2活荷載:頂板活荷載qk=1.50kN/m2地面活荷載qm=10.00kN/m2底板:底板面積Ab=π(R＋t＋Le)2=3.14×(0.500＋0.15＋0.00)2=1.33m2池壁面積As=π((R＋t)2－R2)=3.14×((0.500＋0.15)2－0.5002)=0.54m2頂板面積At=π(R＋t)2=3.14×(0.500＋0.15)2=1.33m2池壁外圓面積At=1.33m2恒荷載:(頂板自重+池壁自重)pk=(γc×t1×At＋γc×H×As)/Ab=(25.00×0.20×1.33＋25.00×3.000×0.54)/1.33=35.62kN/m2頂板覆土psv=psv頂板×At/Ab=0.90×1.33/1.33=0.90kN/m2活荷載:頂板活荷載qk=(q×At)/Ab=(1.50×1.33)/1.33=1.50kN/m2地面活荷載qm=10.00kN/m2池壁主動(dòng)土壓力系數(shù)Ka=tg2(45-ψ/2)=0.33恒荷載:池內(nèi)水作用pw=γw×hw=10.00×2.500=25.00kN/m2池外土作用(池頂)pep_t=γ土×(Hb－H－t2)×Ka=18.00×(3.400－3.000－0.15)×0.33=1.50kN/m2池外土作用(地下水位處)pep_w=γ土×Hw×Ka=18.00×1.000×0.33=6.00kN/m2池外土作用(池底)pep_b=pep_w＋(γ飽和－γ水)×(Hb－Hw－t2)×Ka=6.00＋(20.00－10.00)×(3.400－1.000－0.15)×0.33=13.50kN/m2活荷載:溫度作用Mtk=0.65×0.1×Ec×t2×△t×αc=0.65×0.1×31500000.00×0.152×(10.00)×0.00001=4.61kN.m/m地面活荷載qm=q×Ka=10.00×0.33=3.33kN/m2地下水作用pgw=γ水×(Hb－Hw－t2)=10.00×(3.400－1.000－0.15)=22.50kN/m24地基承載力驗(yàn)算:計(jì)算基礎(chǔ)底面的壓力：池壁內(nèi)壁圓面積:Aic=πR2=3.14×0.5002=0.79m2池壁外壁圓面積:At=π(R＋t)2=3.14×(0.500＋0.15)2=1.33m2頂板自重Gt=γc×At×t1=25.00×1.33×0.20=6.64kN池壁自重Gs=γc×As×H=25.00×0.54×3.000=40.64kN底板自重Gb=γc×Ab×t2=25.00×1.33×0.15=4.98kN水池自重Gp=Gt＋Gs＋Gb=6.64＋40.64＋4.98=52.26kN覆土重Gc=psv×At=0.90×1.33=1.19kN池內(nèi)水自重Gw=pw×Aic=25.00×0.79=19.63kN頂板活荷載Gq=qk×At=1.50×1.33=1.99kN地面活荷載Gq=qm×At=10.00×1.33=13.27kN基礎(chǔ)底面的壓力pk=(Gp＋Gw＋Gc＋Gq)/Ab=88.35/1.33=66.56kPa基礎(chǔ)寬度大于3m或埋置深度大于0.5m，需修正承載力特征值計(jì)算地基承載力特征值修正值：fa=fak＋ηbγ(b-3)＋ηdγm(d-0.5)水池底板底下的土的重度γ=γ飽和－γ水=20.00-10.00=10.00kN/m3水池底板底以上土的加權(quán)平均重度γm=[γ土×Hw＋(γ飽和－γ水)×(Hb－Hw)]／Hb=[18.00×1.000＋(20.00－10.00)×(3.400－1.000)]／3.400=12.35kN/m3fa=120.00＋1.00×12.35×(3.400－0.5)=155.82kPapk=66.56kPa<fa=155.82kPa地基承載力滿足5抗浮驗(yàn)算:水池自重Gp=52.26kN覆土重Gc=1.19kN總自重W=Gp＋Gc=53.45kN池體浸入水中高度h=2.40m水池底面積Ab=1.33m2浮托力折減系數(shù)ηfw=1.00總浮力F=ηfwγ水hAb=1.00×10.00×2.40×1.33=31.86kNW/F=1.68>Kf=1.10,抗浮驗(yàn)算滿足。6內(nèi)力及配筋計(jì)算:(軸力:kN彎矩:kN.m面積:mm2配筋面積:mm2/m)池壁:彎矩外側(cè)受拉為正，軸力受拉為正頂板:下側(cè)受拉為正,底板:上側(cè)受拉為正按《給水排水工程結(jié)構(gòu)設(shè)計(jì)手冊》靜力計(jì)算查表池壁的約束條件:上端簡支,下端固定池壁內(nèi)力計(jì)算查表系數(shù)H2/dt=3.0002/1.150×0.15=52.17單工況作用下內(nèi)力池內(nèi)水作用:位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H0.000.000.000.10H0.000.001.440.20H0.000.002.880.30H0.000.004.310.40H0.000.005.750.50H0.000.007.100.60H0.000.008.650.70H0.000.0010.420.75H0.010.0011.370.80H0.060.0111.960.85H0.110.0211.380.90H0.120.028.640.95H-0.03-0.013.641.00H-0.58-0.100.00地下水作用:位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H-0.00-0.00-0.000.10H-0.00-0.00-1.290.20H-0.00-0.00-2.590.30H-0.00-0.00-3.880.40H-0.00-0.00-5.170.50H-0.00-0.00-6.390.60H-0.00-0.00-7.780.70H-0.00-0.00-9.380.75H-0.01-0.00-10.230.80H-0.05-0.01-10.760.85H-0.10-0.02-10.240.90H-0.11-0.02-7.780.95H0.030.00-3.281.00H0.520.09-0.00側(cè)向土作用:位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H-0.00-0.00-0.000.10H-0.01-0.00-1.500.20H-0.00-0.00-2.300.30H-0.00-0.00-2.940.40H-0.00-0.00-3.620.50H-0.00-0.00-4.270.60H-0.00-0.00-5.010.70H-0.00-0.00-5.890.75H-0.01-0.00-6.360.80H-0.03-0.01-6.650.85H-0.06-0.01-6.270.90H-0.07-0.01-4.740.95H0.020.00-1.991.00H0.320.05-0.00溫差作用:位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H-0.003.84-0.000.10H4.324.56-26.860.20H4.894.65-3.400.30H4.664.621.430.40H4.604.600.420.50H4.604.61-0.010.60H4.614.61-0.000.70H4.614.61-0.000.75H4.614.61-0.000.80H4.614.61-0.000.85H4.614.61-0.000.90H4.614.61-0.000.95H4.614.61-0.001.00H4.614.61-0.00地面活荷載:位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H-0.00-0.00-0.000.10H-0.02-0.00-1.800.20H-0.00-0.00-2.040.30H-0.00-0.00-1.940.40H-0.00-0.00-1.910.50H-0.00-0.00-1.910.60H-0.00-0.00-1.920.70H-0.00-0.00-1.970.75H-0.00-0.00-2.000.80H-0.01-0.00-2.020.85H-0.02-0.00-1.780.90H-0.02-0.00-1.310.95H0.010.00-0.531.00H0.090.01-0.00荷載組合:（1）閉水試驗(yàn)：池內(nèi)有水，池外無土（2）使用時(shí)池內(nèi)無水：池內(nèi)無水，池外有土（3）正常使用：池內(nèi)有水，池外有土閉水試驗(yàn)：基本組合:1.30×池內(nèi)水作用＋1.50×溫度作用標(biāo)準(zhǔn)組合:1.00×池內(nèi)水作用＋1.00×溫度作用準(zhǔn)永久組合:1.00×池內(nèi)水作用＋1.00×溫度作用設(shè)計(jì)值/標(biāo)準(zhǔn)值/準(zhǔn)永久值位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H0.00/0.00/0.005.76/3.84/3.840.00/0.00/0.000.10H6.48/4.32/4.326.84/4.56/4.56-38.42/-25.42/-25.420.20H7.34/4.89/4.896.98/4.65/4.65-1.36/-0.52/-0.520.30H6.99/4.66/4.666.92/4.62/4.627.75/5.74/5.740.40H6.89/4.60/4.606.91/4.60/4.608.11/6.17/6.170.50H6.90/4.60/4.606.91/4.61/4.619.20/7.08/7.080.60H6.91/4.61/4.616.91/4.61/4.6111.24/8.65/8.650.70H6.91/4.61/4.616.91/4.61/4.6113.55/10.42/10.420.75H6.92/4.62/4.626.91/4.61/4.6114.78/11.37/11.370.80H6.98/4.66/4.666.92/4.62/4.6215.54/11.96/11.960.85H7.06/4.72/4.726.93/4.63/4.6314.80/11.38/11.380.90H7.07/4.73/4.736.94/4.63/4.6311.23/8.64/8.640.95H6.87/4.57/4.576.90/4.60/4.604.73/3.64/3.641.00H6.15/4.02/4.026.78/4.51/4.510.00/0.00/0.00池壁配筋:閉水試驗(yàn)豎向配筋及裂縫驗(yàn)算:豎向彎矩按基本組合進(jìn)行承載力計(jì)算，按準(zhǔn)永久組合進(jìn)行裂縫驗(yàn)算位置設(shè)計(jì)值/準(zhǔn)永久值計(jì)算As(內(nèi)/外)配筋(內(nèi)/外)實(shí)際As(內(nèi)/外)裂縫寬度0.00H0.00/0.00300.0/300.0E10@200/E10@200392.7/392.70.000.10H6.48/4.32300.0/300.0E10@200/E10@200392.7/392.70.060.20H7.34/4.89300.0/300.0E10@200/E10@200392.7/392.70.070.30H6.99/4.66300.0/300.0E10@200/E10@200392.7/392.70.070.40H6.89/4.60300.0/300.0E10@200/E10@200392.7/392.70.070.50H6.90/4.60300.0/300.0E10@200/E10@200392.7/392.70.070.60H6.91/4.61300.0/300.0E10@200/E10@200392.7/392.70.070.70H6.91/4.61300.0/300.0E10@200/E10@200392.7/392.70.070.75H6.92/4.62300.0/300.0E10@200/E10@200392.7/392.70.070.80H6.98/4.66300.0/300.0E10@200/E10@200392.7/392.70.070.85H7.06/4.72300.0/300.0E10@200/E10@200392.7/392.70.070.90H7.07/4.73300.0/300.0E10@200/E10@200392.7/392.70.070.95H6.87/4.57300.0/300.0E10@200/E10@200392.7/392.70.061.00H6.15/4.02300.0/300.0E10@200/E10@200392.7/392.70.06環(huán)向配筋及抗裂度驗(yàn)算:軸心受拉或小偏心受拉按標(biāo)準(zhǔn)組合進(jìn)行抗裂度驗(yàn)算,受彎和大偏心受拉按準(zhǔn)永久組合進(jìn)行裂縫驗(yàn)算位置計(jì)算As(內(nèi)/外)配筋(內(nèi)/外)實(shí)際As(內(nèi)/外)抗裂度裂縫寬度0.00H300.0/300.0E10@200/E10@200392.7/392.7---0.050.10H300.0/300.0E10@200/E10@200392.7/392.7---0.060.20H300.0/300.0E10@200/E10@200392.7/392.7---0.070.30H300.0/300.0E10@200/E10@200392.7/392.7---0.080.40H300.0/300.0E10@200/E10@200392.7/392.7---0.080.50H300.0/300.0E10@200/E10@200392.7/392.7---0.080.60H300.0/300.0E10@200/E10@200392.7/392.7---0.080.70H300.0/300.0E10@200/E10@200392.7/392.7---0.080.75H300.0/300.0E10@200/E10@200392.7/392.7---0.080.80H300.0/300.0E10@200/E10@200392.7/392.7---0.080.85H300.0/300.0E10@200/E10@200392.7/392.7---0.080.90H300.0/300.0E10@200/E10@200392.7/392.7---0.080.95H300.0/300.0E10@200/E10@200392.7/392.7---0.071.00H300.0/300.0E10@200/E10@200392.7/392.7---0.06使用時(shí)池內(nèi)無水：基本組合:1.30×池外土作用＋1.50×地下水作用＋0.90×1.50×(溫度作用＋地面活荷載)標(biāo)準(zhǔn)組合:1.00×池外土作用＋1.00×地下水作用＋0.90×1.00×(溫度作用＋地面活荷載)準(zhǔn)永久組合:1.00×池外土作用＋1.00×地下水作用＋1.00×溫度作用＋0.50×地面活荷載設(shè)計(jì)值/標(biāo)準(zhǔn)值/準(zhǔn)永久值位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H-0.00/-0.00/-0.005.18/3.46/3.84-0.00/-0.00/-0.000.10H5.79/3.86/4.306.15/4.10/4.56-42.57/-28.58/-30.550.20H6.60/4.40/4.896.28/4.19/4.65-14.20/-9.77/-9.300.30H6.29/4.20/4.666.23/4.15/4.62-10.34/-7.29/-6.370.40H6.20/4.14/4.606.22/4.14/4.60-14.48/-10.13/-9.330.50H6.21/4.14/4.606.22/4.15/4.61-17.73/-12.39/-11.630.60H6.22/4.15/4.616.22/4.15/4.61-20.78/-14.52/-13.750.70H6.22/4.15/4.616.22/4.15/4.61-24.37/-17.03/-16.250.75H6.19/4.13/4.596.21/4.14/4.60-26.31/-18.39/-17.590.80H6.09/4.06/4.526.20/4.13/4.59-27.51/-19.23/-18.420.85H5.97/3.97/4.446.18/4.12/4.58-25.92/-18.11/-17.400.90H5.94/3.95/4.426.17/4.11/4.58-19.59/-13.69/-13.170.95H6.30/4.20/4.666.23/4.16/4.62-8.21/-5.74/-5.531.00H7.54/5.07/5.496.44/4.30/4.75-0.00/-0.00/-0.00池壁配筋:使用時(shí)池內(nèi)無水豎向配筋及裂縫驗(yàn)算:豎向彎矩按基本組合進(jìn)行承載力計(jì)算，按準(zhǔn)永久組合進(jìn)行裂縫驗(yàn)算位置設(shè)計(jì)值/準(zhǔn)永久值計(jì)算As(內(nèi)/外)配筋(內(nèi)/外)實(shí)際As(內(nèi)/外)裂縫寬度0.00H-0.00/-0.00300.0/300.0E10@200/E10@200392.7/392.70.000.10H5.79/4.30300.0/300.0E10@200/E10@200392.7/392.70.060.20H6.60/4.89300.0/300.0E10@200/E10@200392.7/392.70.070.30H6.29/4.66300.0/300.0E10@200/E10@200392.7/392.70.070.40H6.20/4.60300.0/300.0E10@200/E10@200392.7/392.70.070.50H6.21/4.60300.0/300.0E10@200/E10@200392.7/392.70.070.60H6.22/4.61300.0/300.0E10@200/E10@200392.7/392.70.070.70H6.22/4.61300.0/300.0E10@200/E10@200392.7/392.70.070.75H6.19/4.59300.0/300.0E10@200/E10@200392.7/392.70.070.80H6.09/4.52300.0/300.0E10@200/E10@200392.7/392.70.060.85H5.97/4.44300.0/300.0E10@200/E10@200392.7/392.70.060.90H5.94/4.42300.0/300.0E10@200/E10@200392.7/392.70.060.95H6.30/4.66300.0/300.0E10@200/E10@200392.7/392.70.071.00H7.54/5.49300.0/300.0E10@200/E10@200392.7/392.70.08環(huán)向配筋及抗裂度驗(yàn)算:軸心受拉或小偏心受拉按標(biāo)準(zhǔn)組合進(jìn)行抗裂度驗(yàn)算,受彎和大偏心受拉按準(zhǔn)永久組合進(jìn)行裂縫驗(yàn)算位置計(jì)算As(內(nèi)/外)配筋(內(nèi)/外)實(shí)際As(內(nèi)/外)抗裂度裂縫寬度0.00H300.0/300.0E10@200/E10@200392.7/392.7---0.050.10H300.0/300.0E10@200/E10@200392.7/392.7---0.050.20H300.0/300.0E10@200/E10@200392.7/392.7---0.070.30H300.0/300.0E10@200/E10@200392.7/392.7---0.070.40H300.0/300.0E10@200/E10@200392.7/392.7---0.070.50H300.0/300.0E10@200/E10@200392.7/392.7---0.060.60H300.0/300.0E10@200/E10@200392.7/392.7---0.060.70H300.0/300.0E10@200/E10@200392.7/392.7---0.060.75H300.0/300.0E10@200/E10@200392.7/392.7---0.060.80H300.0/300.0E10@200/E10@200392.7/392.7---0.060.85H300.0/300.0E10@200/E10@200392.7/392.7---0.060.90H300.0/300.0E10@200/E10@200392.7/392.7---0.060.95H300.0/300.0E10@200/E10@200392.7/392.7---0.071.00H300.0/300.0E10@200/E10@200392.7/392.7---0.07正常使用：基本組合:1.30×池內(nèi)水作用＋1.30×池外土作用＋1.50×地下水作用＋0.90×1.50×(溫度作用＋地面活荷載)標(biāo)準(zhǔn)組合:1.00×池內(nèi)水作用＋1.00×池外土作用＋1.00×地下水作用＋0.90×1.00×(溫度作用＋地面活荷載)準(zhǔn)永久組合:1.00×池內(nèi)水作用＋1.00×池外土作用＋1.00×地下水作用＋1.00×溫度作用＋0.50×地面活荷載設(shè)計(jì)值/標(biāo)準(zhǔn)值/準(zhǔn)永久值位置豎向彎矩環(huán)向彎矩環(huán)向軸力0.00H0.00/0.00/0.005.18/3.46/3.840.00/0.00/0.000.10H5.79/3.86/4.306.15/4.10/4.56-40.70/-27.14/-29.110.20H6.60/4.40/4.896.28/4.19/4.65-10.46/-6.90/-6.420.30H6.29/4.20/4.666.23/4.15/4.62-4.73/-2.97/-2.050.40H6.20/4.14/4.606.22/4.14/4.60-7.00/-4.38/-3.580.50H6.21/4.14/4.606.22/4.15/4.61-8.50/-5.29/-4.530.60H6.22/4.15/4.616.22/4.15/4.61-9.54/-5.88/-5.110.70H6.22/4.15/4.616.22/4.15/4.61-10.83/-6.62/-5.830.75H6.21/4.14/4.606.22/4.14/4.61-11.53/-7.02/-6.220.80H6.17/4.11/4.586.21/4.14/4.60-11.97/-7.27/-6.460.85H6.11/4.08/4.556.20/4.14/4.60-11.12/-6.73/-6.020.90H6.10/4.08/4.546.20/4.13/4.60-8.35/-5.05/-4.530.95H6.26/4.17/4.636.23/4.15/4.61-3.48/-2.10/-1.891.00H6.78/4.49/4.916.31/4.20/4.660.00/0.00/0.00池壁配筋:正常使用豎向配筋及裂縫驗(yàn)算:豎向彎矩按基本組合進(jìn)行承載力計(jì)算，按準(zhǔn)永久組合進(jìn)行裂縫驗(yàn)算位置設(shè)計(jì)值/準(zhǔn)永久值計(jì)算As(內(nèi)/外)配筋(內(nèi)/外)實(shí)際As(內(nèi)/外)裂縫寬度0.00H0.00/0.00300.0/300.0E10@200/E10@200392.7/392.70.000.10H5.79/4.30300.0/300.0E10@200/E10@200392.7/392.70.060.20H6.60/4.89300.0/300.0E10@200/E10@200392.7/392.70.070.30H6.29/4.66300.0/300.0E10@200/E10@200392.7/392.70.070.40H6.20/4.60300.0/300.0E10@200/E10@200392.7/392.70.070.50H6.21/4.60300.0/300.0E10@200/E10@200392.7/392.70.070.60H6.22/4.61300.0/300.0E10@200/E10@200392.7/392.70.070.70H6.22/4.61300.0/300.0E10@200/E10@200392.7/392.70.070.75H6.21/4.60300.0/300.0E10@200/E10@200392.7/392.70.070.80H6.17/4.58300.0/300.0E10@200/E10@200392.7/392.70.060.85H6.11/4.55300.0/300.0E10@200/E10@200392.7/392.70.060.90H6.10/4.54300.0/300.0E10@200/E10@200392.7/392.70.060.95H6.26/4.63300.0/300.0E10@200/E10@200392.7/392.70.071.00H6.78/4.91300.0/300.0E10@200/E10@200392.7/392.70.07環(huán)向配筋及抗裂度驗(yàn)算:軸心受拉或小偏心受拉按標(biāo)準(zhǔn)組合進(jìn)行抗裂度驗(yàn)算,受彎和大偏心受拉按準(zhǔn)永久組合進(jìn)行裂縫驗(yàn)算位置計(jì)算As(內(nèi)/外)配筋(內(nèi)/外)實(shí)際As(內(nèi)/外)抗裂度裂縫寬度0.00H300.0/300.0E10@200/E10@200392.7/392.7---0.050.10H300.0/300.0E10@200/E10@200392.7/392.7---0.050.20H300.0/300.0E10@200/E10@200392.7/392.7---0.070.30H300.0/300.0E10@200/E10@200392.7/392.7---0.070.40H300.0/300.0E10@200/E10@200392.7/392.7---0.070.50H300.0/300.0E10@200/E10@200392.7/392.7---0.070.60H300.0/300.0E10@200/E10@200392.7/392.7---0.070.70H300.0/300.0E10@200/E10@200392.7/392.7---0.070.75H300.0/300.0E10@200/E10@200392.7/392.7---0.070.80H300.0/300.0E10@200/E10@200392.7/392.7---0.070.85H300.0/300.0E10@200/E10@200392.7/392.7---0.070.90H300.0/300.0E10@200/E10@200392.7/392.7---0.070.95H300.0/300.0E10@200/E10@200392.7/392.7---0.071.00H300.0/300.0E10@200/E10@200392.7/392.7---0.07池壁配筋及裂縫、抗裂度驗(yàn)算:位置計(jì)算As配筋實(shí)際As裂縫寬度抗裂度豎向內(nèi)側(cè)300.0E10@200392.70.08---豎向外側(cè)300.0E10@200392.70.08---環(huán)向內(nèi)側(cè)300.0E10@200392.70.08---環(huán)向外側(cè)300.0E10@200392.70.08---池壁的豎向最大裂縫寬度:0.08<=0.20裂縫滿足要求池壁的環(huán)向最大裂縫寬度:0.08<=0.20裂縫滿足要求頂板內(nèi)力計(jì)算方法:按《水池結(jié)構(gòu)規(guī)程》6.2.4或6.2.5計(jì)算頂板的計(jì)算半徑:R=0.575m頂板的約束條件:周邊固定荷載組合:基本組合:1.30×自重＋1.30×覆土自重＋0.90×(1.50×頂板活荷載＋1.50×地面活荷載)S=1.30×5.00＋1.30×0.90＋0.90×(1.50×1.50＋1.50×10.00)=23.19kN/m2準(zhǔn)永久組合:自重＋覆土自重＋0.40×頂板活荷載＋0.50×地面活荷載S=5.00＋0.90＋0.40×1.50＋0.50×10.00=11.50kN/m2設(shè)計(jì)值/準(zhǔn)永久值位置徑向彎矩環(huán)向彎矩0.00R0.56/0.280.56/0.280.10R0.54/0.270.55/0.270.20R0.50/0.250.53/0.260.30R0.42/0.210.49/0.250.40R0.32/0.160.44/0.220.50R0.18/0.090.38/0.190.60R0.01/0.010.30/0.150.70R-0.18/-0.090.21/0.100.80R-0.41/-0.200.10/0.050.90R-0.67/-0.33-0.02/-0.011.00R-0.96/-0.48-0.16/-0.08頂板配筋及裂縫驗(yàn)算:位置設(shè)計(jì)值/準(zhǔn)永久值計(jì)算As配筋實(shí)際As裂縫寬度徑向板中0.56/0.28400.0E10@160490.90.00徑向板邊-0.96/-0.48400.0E10@160490.90.00環(huán)向板中0.56/0.28400.0E10@160490.90.00環(huán)向板邊-0.16/-0.08400.0E10@160490.90.00底板內(nèi)力計(jì)算方法:按《水池結(jié)構(gòu)規(guī)程》