沙坪鎮(zhèn)AAO池計(jì)算書-

-PAGE1-水池計(jì)算書項(xiàng)目名稱__沙坪鎮(zhèn)AAO池計(jì)算書__________設(shè)計(jì)_____________校對(duì)_____________審核_____________計(jì)算時(shí)間世紀(jì)旗云V2020水池計(jì)算模塊一、設(shè)計(jì)依據(jù) 《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 《給水排水工程構(gòu)筑物結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB50069-2002 《室外給水排水和燃?xì)鉄崃こ炭拐鹪O(shè)計(jì)規(guī)范》GB50032-2003 《給水排水工程結(jié)構(gòu)設(shè)計(jì)手冊(cè)》(第二版).沈世杰主編.中國(guó)建筑工業(yè)出版社，2007 《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》GB50010-2010(2015年版) 《建筑抗震設(shè)計(jì)規(guī)范》GB50011-2010(2016年版) 《土木工程特種結(jié)構(gòu)》馬芹永主編.高等教育出版社，2005.07二、設(shè)計(jì)資料 1.總體信息 池外設(shè)計(jì)地面標(biāo)高:0.00 地下水位標(biāo)高(m):-3.00 水池類型:敞口水池 池壁上端支撐:自由 水池混凝土等級(jí):C30 水池鋼筋等級(jí):HRB400 抗震設(shè)防烈度:7度(0.10g) 結(jié)構(gòu)重要性系數(shù):1.00 頂板裂縫寬度限值:0.20mm 底板裂縫寬度限值:0.20mm 梁裂縫寬度限值:0.20mm 柱裂縫寬度限值:0.20mm 扶壁裂縫寬度限值:0.20mm 內(nèi)壁板裂縫寬度限值:0.20mm 外壁板裂縫寬度限值:0.20mm 底板外挑尺寸:600mm 混凝土重度:25.0kN/m3 2.荷載信息 池內(nèi)水重度:10.0kN/m3 地面堆積荷載:10.0kN/m2 回填土重度:18.0kN/m3 回填土有效重度:10.0kN/m3 回填土內(nèi)摩擦角:30.00° 3.水池主體信息 板位置中的編號(hào)為形成該板塊的節(jié)點(diǎn)編號(hào)，節(jié)點(diǎn)編號(hào)圖如下所示:板位置板厚(mm)池內(nèi)側(cè)保護(hù)層厚度(mm)池外側(cè)保護(hù)層厚度(mm)板頂部標(biāo)高底板1-5-6-2-14005040-2.800底板2-6-7-3-24005040-2.800底板3-7-8-4-34005040-2.800底板5-9-10-6-54005040-2.800底板6-10-11-7-64005040-2.800底板7-11-12-8-74005040-2.800壁板位置頂部板厚(mm)底部板厚(mm)池內(nèi)側(cè)保護(hù)層厚度(mm)池外側(cè)保護(hù)層厚度(mm)壁板頂標(biāo)高(m)壁板底標(biāo)高(m)2-135035050353.000-2.8003-235035050353.000-2.8004-335035050353.000-2.8001-535035050353.000-2.8002-630030050-3.000-2.8003-730030050-3.000-2.8008-435035050353.000-2.8005-630030050-3.000-2.8006-730030050-3.000-2.8007-830030050-3.000-2.8005-935035050353.000-2.8006-1030030050-3.000-2.8007-1130030050-3.000-2.80012-835035050353.000-2.8009-1035035050353.000-2.80010-1135035050353.000-2.80011-1235035050353.000-2.800 4.土層信息 4.1巖土性能參數(shù)表層號(hào)巖土名稱重度(kN/m3)壓縮模量Es(MPa)承載力fak(kPa)修正系數(shù)b修正系數(shù)d調(diào)整系數(shù)a1a土層名稱25151001.01.01.0 4.2勘探孔參數(shù)表 孔點(diǎn)參數(shù) 天然地面標(biāo)高(m):0.00孔號(hào)坐標(biāo)(x,y)(m)ZK010.000.00 ZK01層號(hào)巖土名稱層厚(m)層底埋深(m)層底標(biāo)高(m)1a土層名稱50.0050.00-50.00 5.板配筋選項(xiàng) 壁板按對(duì)稱配筋：否 底板頂板按對(duì)稱配筋：否 按最大配筋點(diǎn)配筋：否 配筋考慮調(diào)幅：是 考慮池內(nèi)水壓最不利分布：是 壁板按軸線歸并：是 按鋼筋網(wǎng)配筋：否 驗(yàn)算抗裂度：是 驗(yàn)算裂縫：是 6.工程量統(tǒng)計(jì)混凝土量(m3)底板頂板層板層間板壁板梁柱層間梁扶壁總計(jì)82.070.000.00168.840.000.000.000.00250.91水池容積(m3)830.63土方量(m3)696.78三、荷載計(jì)算 1.結(jié)構(gòu)自重及覆土重 結(jié)構(gòu)自重:6272.82kN 底板外挑部分的覆土重（僅考慮底板外邊緣投影和外池壁最外邊緣之間的土重）:1681.34kN 2.池內(nèi)水壓底板編號(hào)最大水深(m)水壓(kN/m2)1-5-6-2-15.8058.002-6-7-3-25.8058.003-7-8-4-35.8058.005-9-10-6-55.8058.006-10-11-7-65.8058.007-11-12-8-75.8058.00 3.池外土側(cè)壓力標(biāo)高(m)池外土側(cè)壓力(kN/m2)-2.8016.80 4.池外水壓力 壁板上端:0.00kN/m2 壁板下端:0.00kN/m2 底板:2.00kN/m2 5.堆積荷載引起側(cè)壓力 R=(45-0.5×30.00)×/180.0=0.52 Ka=tg(R)×tg(R)=tg(0.52)×tg(0.52)=0.33 pd=Ka×qd=0.33×10.00=3.33kN/m2 6.水平地震作用 壁板壁板編號(hào)自重慣性力(kN/m2)池內(nèi)動(dòng)水壓力(kN/m2)池外動(dòng)土壓力(kN/m2)左側(cè)右側(cè)2-11.161.31-0.973-21.161.31-0.974-31.161.31-0.971-51.160.87-0.972-60.991.030.87-3-70.991.771.03-8-41.161.77-0.975-60.991.311.31-6-70.991.311.31-7-80.991.311.31-5-91.160.87-0.976-100.991.030.87-7-110.991.771.03-12-81.161.77-0.979-101.161.31-0.9710-111.161.31-0.9711-121.161.31-0.97 7.基本組合系數(shù)組合號(hào)永久作用可變作用地震作用附加荷載結(jié)構(gòu)自重池內(nèi)水壓力覆土豎向土壓力土側(cè)壓力頂板活載地面堆載池外水壓力溫(濕)度作用x方向y方向z方向附加恒載附加活載11.301.300.000.000.000.000.001.500.000.000.001.300.0021.001.300.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001.300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051.301.300.000.000.000.000.000.000.000.000.001.300.0061.001.300.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.301.301.301.300.001.351.301.350.000.000.001.301.35101.300.000.001.300.000.001.300.000.000.000.001.301.50111.000.000.001.300.000.001.300.000.000.000.001.001.50121.300.000.001.000.000.001.300.000.000.000.001.301.50131.000.000.001.000.000.001.300.000.000.000.001.001.50141.300.000.001.300.001.501.300.000.000.000.001.300.00151.000.000.001.300.001.501.300.000.000.000.001.000.00161.300.000.001.000.001.501.300.000.000.000.001.300.00171.000.000.001.000.001.501.300.000.000.000.001.000.00181.300.000.001.300.000.001.301.500.000.000.001.300.00191.000.000.001.300.000.001.301.500.000.000.001.000.00201.300.000.001.000.000.001.301.500.000.000.001.300.00211.000.000.001.000.000.001.301.500.000.000.001.000.00221.300.000.001.300.001.351.301.350.000.000.001.301.35231.000.000.001.300.001.351.301.350.000.000.001.001.35241.300.000.001.000.001.351.301.350.000.000.001.301.35251.000.000.001.000.001.351.301.350.000.000.001.001.35261.301.301.301.300.651.301.300.981.300.000.001.300.65271.301.301.301.300.651.301.300.98-1.300.000.001.300.65281.301.301.301.300.651.301.300.980.001.300.001.300.65291.301.301.301.300.651.301.300.980.00-1.300.001.300.65301.301.301.301.300.651.301.300.980.000.001.301.300.65311.301.301.301.300.651.301.300.980.000.00-1.301.300.65321.301.301.301.300.651.301.300.981.300.000.501.300.65331.301.301.301.300.651.301.300.98-1.300.000.501.300.65341.301.301.301.300.651.301.300.981.300.00-0.501.300.65351.301.301.301.300.651.301.300.98-1.300.00-0.501.300.65361.301.301.301.300.651.301.300.980.001.300.501.300.65371.301.301.301.300.651.301.300.980.00-1.300.501.300.65381.301.301.301.300.651.301.300.980.001.30-0.501.300.65391.301.301.301.300.651.301.300.980.00-1.30-0.501.300.65401.001.001.001.000.501.001.000.981.300.000.001.000.50411.001.001.001.000.501.001.000.98-1.300.000.001.000.50421.001.001.001.000.501.001.000.980.001.300.001.000.50431.001.001.001.000.501.001.000.980.00-1.300.001.000.50441.001.001.001.000.501.001.000.980.000.001.301.000.50451.001.001.001.000.501.001.000.980.000.00-1.301.000.50461.001.001.001.000.501.001.000.981.300.000.501.000.50471.001.001.001.000.501.001.000.98-1.300.000.501.000.50481.001.001.001.000.501.001.000.981.300.00-0.501.000.50491.001.001.001.000.501.001.000.98-1.300.00-0.501.000.50501.001.001.001.000.501.001.000.980.001.300.501.000.50511.001.001.001.000.501.001.000.980.00-1.300.501.000.50521.001.001.001.000.501.001.000.980.001.30-0.501.000.50531.001.001.001.000.501.001.000.980.00-1.30-0.501.000.50541.301.301.301.300.651.301.300.001.300.000.001.300.65551.301.301.301.300.651.301.300.00-1.300.000.001.300.65561.301.301.301.300.651.301.300.000.001.300.001.300.65571.301.301.301.300.651.301.300.000.00-1.300.001.300.65581.301.301.301.300.651.301.300.000.000.001.301.300.65591.301.301.301.300.651.301.300.000.000.00-1.301.300.65601.301.301.301.300.651.301.300.001.300.000.501.300.65611.301.301.301.300.651.301.300.00-1.300.000.501.300.65621.301.301.301.300.651.301.300.001.300.00-0.501.300.65631.301.301.301.300.651.301.300.00-1.300.00-0.501.300.65641.301.301.301.300.651.301.300.000.001.300.501.300.65651.301.301.301.300.651.301.300.000.00-1.300.501.300.65661.301.301.301.300.651.301.300.000.001.30-0.501.300.65671.301.301.301.300.651.301.300.000.00-1.30-0.501.300.65681.001.001.001.000.501.001.000.001.300.000.001.000.50691.001.001.001.000.501.001.000.00-1.300.000.001.000.50701.001.001.001.000.501.001.000.000.001.300.001.000.50711.001.001.001.000.501.001.000.000.00-1.300.001.000.50721.001.001.001.000.501.001.000.000.000.001.301.000.50731.001.001.001.000.501.001.000.000.000.00-1.301.000.50741.001.001.001.000.501.001.000.001.300.000.501.000.50751.001.001.001.000.501.001.000.00-1.300.000.501.000.50761.001.001.001.000.501.001.000.001.300.00-0.501.000.50771.001.001.001.000.501.001.000.00-1.300.00-0.501.000.50781.001.001.001.000.501.001.000.000.001.300.501.000.50791.001.001.001.000.501.001.000.000.00-1.300.501.000.50801.001.001.001.000.501.001.000.000.001.30-0.501.000.50811.001.001.001.000.501.001.000.000.00-1.30-0.501.000.50821.300.001.301.300.651.301.300.981.300.000.001.300.65831.300.001.301.300.651.301.300.98-1.300.000.001.300.65841.300.001.301.300.651.301.300.980.001.300.001.300.65851.300.001.301.300.651.301.300.980.00-1.300.001.300.65861.300.001.301.300.651.301.300.980.000.001.301.300.65871.300.001.301.300.651.301.300.980.000.00-1.301.300.65881.300.001.301.300.651.301.300.981.300.000.501.300.65891.300.001.301.300.651.301.300.98-1.300.000.501.300.65901.300.001.301.300.651.301.300.981.300.00-0.501.300.65911.300.001.301.300.651.301.300.98-1.300.00-0.501.300.65921.300.001.301.300.651.301.300.980.001.300.501.300.65931.300.001.301.300.651.301.300.980.00-1.300.501.300.65941.300.001.301.300.651.301.300.980.001.30-0.501.300.65951.300.001.301.300.651.301.300.980.00-1.30-0.501.300.65961.000.001.001.000.501.001.000.981.300.000.001.000.50971.000.001.001.000.501.001.000.98-1.300.000.001.000.50981.000.001.001.000.501.001.000.980.001.300.001.000.50991.000.001.001.000.501.001.000.980.00-1.300.001.000.501001.000.001.001.000.501.001.000.980.000.001.301.000.501011.000.001.001.000.501.001.000.980.000.00-1.301.000.501021.000.001.001.000.501.001.000.981.300.000.501.000.501031.000.001.001.000.501.001.000.98-1.300.000.501.000.501041.000.001.001.000.501.001.000.981.300.00-0.501.000.501051.000.001.001.000.501.001.000.98-1.300.00-0.501.000.501061.000.001.001.000.501.001.000.980.001.300.501.000.501071.000.001.001.000.501.001.000.980.00-1.300.501.000.501081.000.001.001.000.501.001.000.980.001.30-0.501.000.501091.000.001.001.000.501.001.000.980.00-1.30-0.501.000.501101.300.001.301.300.651.301.300.001.300.000.001.300.651111.300.001.301.300.651.301.300.00-1.300.000.001.300.651121.300.001.301.300.651.301.300.000.001.300.001.300.651131.300.001.301.300.651.301.300.000.00-1.300.001.300.651141.300.001.301.300.651.301.300.000.000.001.301.300.651151.300.001.301.300.651.301.300.000.000.00-1.301.300.651161.300.001.301.300.651.301.300.001.300.000.501.300.651171.300.001.301.300.651.301.300.00-1.300.000.501.300.651181.300.001.301.300.651.301.300.001.300.00-0.501.300.651191.300.001.301.300.651.301.300.00-1.300.00-0.501.300.651201.300.001.301.300.651.301.300.000.001.300.501.300.651211.300.001.301.300.651.301.300.000.00-1.300.501.300.651221.300.001.301.300.651.301.300.000.001.30-0.501.300.651231.300.001.301.300.651.301.300.000.00-1.30-0.501.300.651241.000.001.001.000.501.001.000.001.300.000.001.000.501251.000.001.001.000.501.001.000.00-1.300.000.001.000.501261.000.001.001.000.501.001.000.000.001.300.001.000.501271.000.001.001.000.501.001.000.000.00-1.300.001.000.501281.000.001.001.000.501.001.000.000.000.001.301.000.501291.000.001.001.000.501.001.000.000.000.00-1.301.000.501301.000.001.001.000.501.001.000.001.300.000.501.000.501311.000.001.001.000.501.001.000.00-1.300.000.501.000.501321.000.001.001.000.501.001.000.001.300.00-0.501.000.501331.000.001.001.000.501.001.000.00-1.300.00-0.501.000.501341.000.001.001.000.501.001.000.000.001.300.501.000.501351.000.001.001.000.501.001.000.000.00-1.300.501.000.501361.000.001.001.000.501.001.000.000.001.30-0.501.000.501371.000.001.001.000.501.001.000.000.00-1.30-0.501.000.50 8.標(biāo)準(zhǔn)組合系數(shù)組合號(hào)永久作用可變作用地震作用附加荷載結(jié)構(gòu)自重池內(nèi)水壓力覆土豎向土壓力土側(cè)壓力頂板活載地面堆載池外水壓力溫(濕)度作用x方向y方向z方向附加恒載附加活載11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.000.001.000.000.001.000.000.000.000.001.000.0041.000.000.001.000.001.001.000.000.000.000.001.000.0051.000.000.001.000.000.001.001.000.000.000.001.000.0061.000.000.001.000.000.901.000.900.000.000.001.000.0071.001.001.001.000.000.901.000.900.000.000.001.000.00 9.準(zhǔn)永久值組合系數(shù)組合號(hào)永久作用可變作用地震作用附加荷載結(jié)構(gòu)自重池內(nèi)水壓力覆土豎向土壓力土側(cè)壓力頂板活載地面堆載池外水壓力溫(濕)度作用x方向y方向z方向附加恒載附加活載11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.000.001.000.000.001.000.000.000.000.001.000.0041.000.000.001.000.000.501.000.000.000.000.001.000.0051.000.000.001.000.000.001.001.000.000.000.001.000.0061.000.000.001.000.000.501.001.000.000.000.001.000.0071.001.001.001.000.000.501.001.000.000.000.001.000.00四、地基承載力及沉降計(jì)算 fa=242.0kPa faE=242.0kPa 基底控制壓力: pk=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重+附加豎向恒載+附加豎向活載)/底板面積 =(6272.82kN+1681.34kN+8306.32kN+0.00kN+0.00kN)/205.19m2 =79kPa<fa=242kPa 滿足要求 pk=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重+附加豎向恒載+0.5×附加豎向活載)/底板面積 =(6272.82kN+1681.34kN+8306.32kN+0.00kN+0.5×0.00kN)/205.19m2 =79kPa<faE=242kPa 滿足要求 pkmax=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重+附加豎向恒載+0.5×附加豎向活載)/底板面積+y向水平地震彎矩/y向抗彎截面模量 =(6272.82kN+1681.34kN+8306.32kN+0.00kN+0.5×0.00kN)/205.19m2+3622.66kN.m/418.92m3 =88kPa<1.2faE=290kPa 滿足要求 pkmin=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重+附加豎向恒載+0.5×附加豎向活載)/底板面積-y向水平地震彎矩/y向抗彎截面模量 =(6272.82kN+1681.34kN+8306.32kN+0.00kN+0.5×0.00kN)/205.19m2-3622.66kN.m/418.92m3 =71kPa>0 滿足要求 水池沉降值:23.1mm五、抗浮驗(yàn)算 Ksb=Gik/(qfw,kAF)=7954.17/410.37=19.383>1.05,滿足要求注：局部抗浮驗(yàn)算僅考慮了柱的附加恒載。六、各板內(nèi)力及配筋計(jì)算 注：敞口時(shí)沒頂板，頂板和底板的跨中X和Y均指整體坐標(biāo)系下的方向；對(duì)于中間壁板不分內(nèi)側(cè)和外側(cè)，取兩側(cè)結(jié)果最大值作為最終配筋方案，按兩側(cè)對(duì)稱配置，此時(shí)池外側(cè)表格用橫杠表示。 單位：M(kN·m)，N(kN),計(jì)算面積(mm2/m),實(shí)配面積(mm2/m)位置水池內(nèi)側(cè)水池外側(cè)內(nèi)力基本組合計(jì)算面積選配鋼筋實(shí)配面積內(nèi)力基本組合計(jì)算面積選配鋼筋實(shí)配面積MN組合MN組合底板1-5-6-2-11-5邊-32.4104.1680016@200100524.7-40.76280016@20010055-6邊-1.6-69.96280016@200100513.872.2680016@20010056-2邊34.134.66380016@200100530.674.4580016@20010052-1邊-6.7-5.7580016@20010057.812.7680016@2001005跨中x方向-32.478.2580016@20010051.1-28.77680016@2001005跨中y方向-8.456.1680016@2001005-8.056.8680016@2001005底板2-6-7-3-22-6邊37.750.0580016@200100537.750.0580016@20010056-7邊-0.426.3680016@200100532.9-47.36380016@20010057-3邊-1.146.4680016@200100572.3-47.96380016@20010053-2邊-13.975.4680016@200100533.4-69.66780016@2001005跨中x方向-25.4-67.86380016@20010052.877.9680016@2001005跨中y方向-15.522.1580016@20010052.057.1680016@2001005底板3-7-8-4-33-7邊-1.275.6680016@200100578.3-95.96680016@20010057-8邊-15.8127.7680016@2001005153.6-66.862131125@20024548-4邊-3.576.5680016@200100533.1-54.112280016@20010054-3邊-78.0160.1698516@150134060.6-60.56780016@2001005跨中x方向-27.166.8580016@20010055.575.0680016@2001005跨中y方向-56.9114.0580014@15010266.8108.1580016@2001005底板5-9-10-6-55-9邊-32.4104.1680016@200100524.7-40.76280016@20010059-10邊-6.7-5.7580016@20010057.812.7680016@200100510-6邊34.134.66380016@200100530.674.4580016@20010056-5邊-1.6-69.96280016@200100513.872.2680016@2001005跨中x方向-32.478.2580016@20010051.1-28.77680016@2001005跨中y方向-8.456.1680016@2001005-8.056.8680016@2001005底板6-10-11-7-66-10邊37.824.56780016@200100537.824.56780016@200100510-11邊-13.975.4680016@200100533.4-68.56380016@200100511-7邊-1.146.4680016@200100573.7-46.16780016@20010057-6邊-0.426.3680016@200100532.9-47.36380016@2001005跨中x方向-25.6-67.56780016@20010052.877.9680016@2001005跨中y方向-6.745.8680016@20010052.057.1680016@2001005底板7-11-12-8-77-11邊-1.275.6680016@200100577.5-68.2580016@200100511-12邊-78.0160.1698516@150134063.9-62.46680016@200100512-8邊-3.576.5680016@200100532.4-52.212380016@20010058-7邊-15.8127.7680016@2001005153.6-66.862131125@2002454跨中x方向-27.166.8580016@20010055.575.0680016@2001005跨中y方向-56.9114.0580014@15010266.8108.1580016@2001005壁板2-12邊-18.767.3570012@15075427.1118.2670012@1507541邊-58.989.7582314@150102623.1-18.16270012@150754下邊4.682.2570012@1507544.682.2570012@150754上邊-10.218.06370012@1507549.215.46370012@150754跨中水平-18.486.2570012@1507544.485.86370012@150754跨中豎直-4.413.6670012@1507544.7-11.3570012@150754壁板3-23邊-81.3145.85116625@20024544.291.511970012@1507542邊-23.470.6570012@1507544.4158.2570012@150754下邊-14.426.8670012@15075429.8-75.56370012@150754上邊-5.529.56670012@1507544.33.6570012@150754跨中水平-34.490.4570012@15075415.468.5570012@150754跨中豎直-7.28.2670012@15075410.015.6670012@150754壁板4-34邊-102.2122.05138125@20024548.8-8.312370012@1507543邊-117.1101.85153125@200245413.5139.46770012@150754下邊-85.125.26104516@150134046.1-95.26670012@150754上邊-23.132.26670012@1507542.93.16670012@150754跨中水平-39.694.0570016@200100552.486.8570016@2001005跨中豎直-8.99.3670012@15075434.3-10.5570012@150754壁板1-51邊-56.575.0577514@150102622.2-21.46270012@1507545邊-66.951.0586514@150102623.9-8.46270012@150754下邊-36.99.4570012@15075420.2-24.16270012@150754上邊-5.87.36370012@1507543.6-3.66670012@150754跨中水平-13.354.4570012@15075427.045.2570012@150754跨中豎直-4.0-14.511870012@15075417.46.8570012@150754壁板2-62邊-17.592.6560012@1507546邊20.956.66660012@150754下邊7.9-127.26260012@150754上邊4.41.96660012@150754跨中水平-10.845.96360012@150754跨中豎直-2.3-53.6560012@150754壁板3-73邊-83.8102.263119425@20024547邊62.796.26291725@2002454下邊54.4-138.96264612@150754上邊-5.78.56360012@150754跨中水平-25.8149.8560016@2001005跨中豎直15.4-61.16360012@150754壁板8-48邊-83.7150.762102216@150134053.450.66370016@20010054邊-107.1128.05144925@20024548.3-10.812370012@150754下邊-6.0-24.2670012@15075431.8-50.412270012@150754上邊-4.247.06670012@1507548.517.66370012@150754跨中水平-42.9122.5570016@200100520.8123.7570012@150754跨中豎直-7.911.3570012@15075423.2-39.5570012@150754壁板5-65邊-18.3171.9560012@1507546邊15.3162.86760012@150754下邊0.010.52060012@150754上邊4.9-5.76660012@150754跨中水平-7.1161.3560012@150754跨中豎直2.55.8660012@150754壁板6-76邊-21.0169.96760012@1507547邊34.8173.8576616@1501340下邊-5.7-35.56760012@150754上邊5.616.26760012@150754跨中水平17.3166.66760012@150754跨中豎直3.9-3.36760012@150754壁板7-87邊87.698.55145928@20030798邊-104.869.766142728@2003079下邊120.0-156.666149325@2002454上邊21.5-2.06660012@150754跨中水平37.781.26760016@2001005跨中豎直0.010.3660012@150754壁板5-95邊-66.951.0586514@150102623.9-8.46270012@1507549邊-56.575.0577514@150102622.2-21.46270012@150754下邊-36.99.4570012@15075420.2-24.16270012@150754上邊-5.87.36370012@1507543.5-3.76670012@150754跨中水平-13.354.4570012@15075427.045.2570012@150754跨中豎直-4.0-14.511870012@15075417.46.8570012@150754壁板6-106邊22.261.16660012@15075410邊-17.592.6560012@150754下邊7.9-127.26260012@150754上邊4.42.36260012@150754跨中水平-10.949.86760012@150754跨中豎直-2.3-53.6560012@150754壁板7-117邊62.796.26291725@200245411邊-84.6113.867121925@2002454下邊54.4-138.96264612@150754上邊-5.78.56360012@150754跨中水平-26.1136.66760016@2001005跨中豎直15.4-61.16360012@150754壁板12-812邊-107.1128.15144825@20024545.5-4.211970012@1507548邊-83.8150.962102325@200245453.450.86370016@2001005下邊-6.1-24.2670012@15075412.9109.5570012@150754上邊-3.643.65970012@1507548.517.46370012@150754跨中水平-42.9122.7570016@200100520.8123.9570012@150754跨中豎直-8.011.1570012@15075423.2-39.6570012@150754壁板9-109邊-58.989.8582414@150102623.1-18.16270012@15075410邊-18.767.4570012@15075427.1118.3670012@150754下邊4.682.1570012@1507544.682.1570012@150754上邊-10.217.96370012@1507549.215.36370012@150754跨中水平-18.486.3570012@1507544.486.06370012@150754跨中豎直-4.512.5570012@1507544.7-11.4570012@150754壁板10-1110邊-23.470.6570012@1507544.4158.2570012@15075411邊-81.3145.85116725@20024544.291.511970012@150754下邊-14.426.7670012@15075429.8-75.46370012@150754上邊-5.131.36770012@1507544.33.6570012@150754跨中水平-34.590.4570012@15075415.468.6570012@150754跨中豎直-7.28.1670012@15075410.015.5670012@150754壁板11-1211邊-117.1101.75153125@200245418.141.36670012@15075412邊-102.2122.05138225@20024545.2-12.811970012@150754下邊-85.125.26104516@150134055.2-88.46670012@150754上邊-23.332.16770012@1507542.56.16770012@150754跨中水平-39.693.9570016@200100552.486.8570016@2001005跨中豎直-9.0-1.96770012@15075434.3-10.4570012@150754七、抗裂度驗(yàn)算位置水池內(nèi)側(cè)水池外側(cè)內(nèi)力標(biāo)準(zhǔn)組合抗裂度(MPa)內(nèi)力標(biāo)準(zhǔn)組合抗裂度(MPa)Mk(kN·m/m)Nk(kN/m)組合Mk(kN·m/m)Nk(kN/m)組合底板1-5-6-2-11-5邊5-6邊6-2邊2-1邊-1.312.420.06-1.312.420.06跨中x方向跨中y方向底板2-6-7-3-22-6邊6-7邊7-3邊3-2邊-7.453.520.28-7.453.520.28跨中x方向-5.553.120.24-5.553.120.24跨中y方向1.636.020.121.636.020.12底板3-7-8-4-33-7邊7-8邊10.686.420.4110.686.420.418-4邊8.354.020.308.354.020.304-3邊跨中x方向5.349.720.235.349.720.23跨中y方向5.283.120.315.283.120.31底板5-9-10-6-55-9邊9-10邊-1.312.420.06-1.312.420.0610-6邊6-5邊跨中x方向跨中y方向底板6-10-11-7-66-10邊10-11邊-7.453.520.28-7.453.520.2811-7邊7-6邊跨中x方向-5.553.120.24-5.553.120.24跨中y方向1.636.020.121.636.020.12底板7-11-12-8-77-11邊11-12邊12-8邊8.354.020.308.354.020.308-7邊10.686.420.4110.686.420.41跨中x方向5.349.720.235.349.720.23跨中y方向5.283.120.315.283.120.31壁板2-12邊1邊下邊3.563.220.273.563.220.27上邊0.211.320.040.211.320.04跨中水平-8.066.720.40-8.066.720.40跨中豎直壁板3-23邊1.164.960.201.164.960.212邊-7.185.970.43-7.185.970.43下邊上邊-1.118.620.08-1.118.620.08跨中水平8.166.720.408.166.720.40跨中豎直壁板4-34邊3邊2.9101.470.342.9101.470.36下邊上邊跨中水平跨中豎直壁板1-51邊0.34.250.020.34.250.025邊下邊4.546.120.254.546.120.25上邊跨中水平跨中豎直壁板2-62邊2.973.820.356邊1.642.220.19下邊上邊0.02.140.01跨中水平2.456.820.27跨中豎直壁板3-73邊7邊8.6178.220.84下邊上邊1.027.620.13跨中水平-7.6158.620.78跨中豎直壁板8-48邊1.770.650.241.770.650.244邊下邊9.984.320.509.984.320.50上邊-2.733.770.17-2.733.770.17跨中水平1.298.020.301.298.020.31跨中豎直壁板5-65邊-0.0132.820.436邊11.6118.670.81下邊0.07.750.02上邊-0.012.720.04跨中水平-7.1113.470.63跨中豎直0.03.520.01壁板6-76邊-0.0118.420.387邊0.0147.920.47下邊-0.05.870.02上邊0.013.820.04跨中水平0.0132.020.43跨中豎直0.07.770.03壁板7-87邊0.095.420.288邊-0.0142.320.42下邊0.026.420.08上邊-0.019.420.06跨中水平0.0110.220.35跨中豎直壁板5-95邊9邊0.34.250.020.34.250.02下邊4.546.120.254.546.120.25上邊跨中水平跨中豎直壁板6-106邊1.642.220.1910邊2.973.820.35下邊上邊0.02.140.01跨中水平2.456.820.27跨中豎直壁板7-117邊8.6178.220.8411邊下邊上邊1.027.620.13跨中水平-7.6158.620.78跨中豎直壁板12-812邊8邊1.770.650.231.770.650.24下邊9.984.320.509.984.320.50上邊-2.733.670.17-2.733.670.17跨中水平1.298.220.301.298.220.31跨中豎直壁板9-109邊10邊7.677.520.427.677.520.42下邊3.563.220.273.563.220.27上邊0.211.220.040.211.220.04跨中水平-8.066.920.40-8.066.920.40跨中豎直壁板10-1110邊-7.185.970.43-7.185.970.4311邊1.165.060.201.165.060.21下邊上邊-1.118.620.08-1.118.620.08跨中水平8.166.720.408.166.720.40跨中豎直壁板11-1211邊2.9101.470.342.9101.470.3612邊下邊上邊跨中水平跨中豎直八、裂縫寬度計(jì)算位置水池內(nèi)側(cè)水池外側(cè)內(nèi)力準(zhǔn)永久組合值裂縫寬度(mm)內(nèi)力準(zhǔn)永久組合值裂縫寬度(mm)Mq(kN·m/m)Nq(kN/m)組合Mq(kN·m/m)Nq(kN/m)組合底板1-5-6-2-11-5邊-22.879.120.1416.4-26.370.055-6邊12.051.920.086-2邊23.557.220.122-1邊-5.2-4.420.028.6-5.820.03跨中x方向-25.060.220.13跨中y方向-7.341.220.06底板2-6-7-3-22-6邊29.038.520.136-7邊24.0-32.170.087-3邊55.1-14.020.203-2邊-6.444.320.0524.6-49.970.07跨中x方向-18.7-31.120.063.154.920.05跨中y方向-11.917.020.061.8-2.070.01底板3-7-8-4-33-7邊59.6-52.520.207-8邊-5.742.870.05117.5-25.220.148-4邊-6.4-37.720.0111.644.820.074-3邊-54.0121.120.1742.8-39.270.14跨中x方向-20.851.420.115.349.720.05跨中y方向-43.887.720.195.283.120.07底板5-9-10-6-55-9邊-22.879.120.1416.4-26.370.059-10邊-5.2-4.420.028.6-5.820.0310-6邊23.557.220.126-5邊12.051.920.08跨中x方向-25.060.220.13跨中y方向-7.341.220.06底板6-10-11-7-66-10邊29.038.520.1310-11邊-6.444.320.0524.6-49.970.0711-7邊55.1-14.020.207-6邊24.0-32.170.08跨中x方向-18.7-31.120.063.154.920.05跨中y方向-11.917.020.061.8-2.070.01底板7-11-12-8-77-11邊59.6-52.520.2011-12邊-54.0121.120.1742.8-39.270.1412-8邊-6.4-37.720.0111.644.820.078-7邊-5.742.870.05117.5-25.220