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-PAGE1-水池計(jì)算書項(xiàng)目名稱__工程名稱__________設(shè)計(jì)_____________校對(duì)_____________審核_____________計(jì)算時(shí)間一、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 《工程結(jié)構(gòu)通用規(guī)范》GB55001-2021 《建筑與市政工程抗震通用規(guī)范》GB55002-2021 《建筑與市政地基基礎(chǔ)通用規(guī)范》GB55003-2021 《混凝土結(jié)構(gòu)通用規(guī)范》GB55008-2021二、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:有蓋水池 水池混凝土等級(jí):C30 水池板鋼筋等級(jí):HRB400 柱(扶壁柱)主筋等級(jí):HRB400 柱(扶壁柱)箍筋等級(jí):HRB400 梁主筋等級(jí):HRB400 梁箍筋等級(jí):HRB400 抗震設(shè)防烈度:6度(0.05g) 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:300mm 混凝土重度:25.0kN/m3 2.荷載信息 頂板覆土厚度:默認(rèn) 頂板活荷載:0.0kN/m2 雪荷載分區(qū):I區(qū) 基本雪壓:0.00kN/m2 上人水池頂蓋:否 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)高頂板4-9-11-5-415035355.870頂板7-12-14-8-715035355.870頂板5-11-10-22-23-20-19-15-16-13-12-7-515035355.870頂板13-20-21-14-1315035355.870頂板9-17-18-10-915035355.870頂板15-19-20-16-1515035355.870底板1-4-6-2-15003535-1.530底板2-6-8-3-25003535-1.530底板4-9-11-5-45003535-1.530底板7-12-14-8-75003535-1.530底板5-11-10-22-23-20-19-15-16-13-12-7-55003535-1.530底板13-20-21-14-135003535-1.530底板9-17-18-10-95003535-1.530底板15-19-20-16-155003535-1.530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)壁板底標(biāo)高(m)壁板頂標(biāo)高(m)直壁板2-12504003535-1.5305.870直壁板3-22504003535-1.5305.870直壁板1-42504003535-1.5305.870直壁板6-225040035--1.5305.870直壁板8-32504003535-1.5305.870直壁板4-525040035--1.5305.870直壁板5-625040035--1.5305.870直壁板6-725040035--1.5305.870直壁板7-825040035--1.5305.870直壁板4-92504003535-1.5305.870直壁板11-530030035--1.5305.870直壁板12-730030035--1.5305.870直壁板14-82504003535-1.5305.870直壁板9-1030030035--1.5305.870直壁板11-1030030035--1.5305.870直壁板12-1330030035--1.5305.870直壁板13-1430030035--1.5305.870直壁板13-1630030035--1.5305.870直壁板15-1630030035--1.5305.870直壁板9-172504003535-1.5305.870直壁板18-1030030035--1.5305.870直壁板21-142504003535-1.5305.870直壁板15-1930030035--1.5305.870直壁板16-2030030035--1.5305.870直壁板17-182504003535-1.5305.870直壁板19-2025040035--1.5305.870直壁板20-212504003535-1.5305.870直壁板18-223003003535-1.5305.870直壁板23-203003003535-1.5305.870直壁板22-233003003535-1.5305.870 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)a1填土1951001.01.01.02碎石20151201113全風(fēng)化巖21.5203001114強(qiáng)風(fēng)化巖2220300111 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)ZK010.001.60ZK020.0013.45ZK0310.801.60ZK0410.8013.40 ZK01層號(hào)巖土名稱層厚(m)層底埋深(m)層底標(biāo)高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風(fēng)化巖5.008.00-8.004強(qiáng)風(fēng)化巖15.0023.00-23.00 ZK02層號(hào)巖土名稱層厚(m)層底埋深(m)層底標(biāo)高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風(fēng)化巖5.008.00-8.004強(qiáng)風(fēng)化巖15.0023.00-23.00 ZK03層號(hào)巖土名稱層厚(m)層底埋深(m)層底標(biāo)高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風(fēng)化巖5.008.00-8.004強(qiáng)風(fēng)化巖15.0023.00-23.00 ZK04層號(hào)巖土名稱層厚(m)層底埋深(m)層底標(biāo)高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風(fēng)化巖5.008.00-8.004強(qiáng)風(fēng)化巖15.0023.00-23.00 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:否 驗(yàn)算裂縫:是 頂板最小配筋率:0.20% 層板/層間板最小配筋率:0.20% 底板最小配筋率:0.20% 壁板最小配筋率:0.20% 6.構(gòu)件信息 6.1梁信息(截面尺寸為b×h,梁編號(hào)的兩個(gè)數(shù)字指梁兩端的節(jié)點(diǎn)編號(hào))梁編號(hào)截面尺寸(mm)梁11-12(頂板)300*500梁12-13(頂板)300*500梁18-19(頂板)300*500 7.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)91.4714.000.00204.511.740.000.000.00311.72水池容積(m3)884.56土方量(m3)371.36三、荷載計(jì)算 1.結(jié)構(gòu)自重及覆土重 結(jié)構(gòu)自重:7793.05kN 頂板覆土重:0.00kN 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):423.01kN 2.池內(nèi)水壓水池單元格編號(hào)層號(hào)最大水深(m)底部水壓(kN/m2)1-4-6-2-1第1層6.2062.002-6-8-3-2第1層6.2062.004-9-11-5-4第1層6.3063.005-11-10-22-23-20-19-15-16-13-12-7-5第1層1.0010.007-12-14-8-7第1層6.3063.009-17-18-10-9第1層6.6566.5013-20-21-14-13第1層6.6566.5015-19-20-16-15第1層6.0060.00 3.頂板覆土豎向土壓力頂板編號(hào)頂板頂標(biāo)高(m)覆土厚度(m)覆土豎向土壓力(kN/m2)1-4-6-2-12-6-8-3-24-9-11-5-45.870.000.005-11-10-22-23-20-19-15-16-13-12-7-55.870.000.007-12-14-8-75.870.000.009-17-18-10-95.870.000.0013-20-21-14-135.870.000.0015-19-20-16-155.870.000.00 4.池外土側(cè)壓力標(biāo)高(m)池外土側(cè)壓力(kN/m2)-1.539.18 5.頂板活載頂板編號(hào)頂板活載(kN/m2)注1-4-6-2-12-6-8-3-24-9-11-5-43.00采用活荷載5-11-10-22-23-20-19-15-16-13-12-7-53.00采用活荷載7-12-14-8-73.00采用活荷載9-17-18-10-93.00采用活荷載13-20-21-14-133.00采用活荷載15-19-20-16-153.00采用活荷載 6.池外水壓力標(biāo)高(m)池外水壓力(kN/m2)-1.530.00-2.030.00 7.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 8.水平地震作用 頂板的自重慣性力頂板編號(hào)自重慣性力(kN/m2)1-4-6-2-1-2-6-8-3-2-4-9-11-5-40.255-11-10-22-23-20-19-15-16-13-12-7-50.257-12-14-8-70.259-17-18-10-90.2513-20-21-14-130.2515-19-20-16-150.25 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)1-20.660.67-0.272-30.660.67-0.274-10.660.67-0.276-20.660.670.67-8-30.660.67-0.274-50.660.470.67-5-60.660.170.67-6-70.660.170.67-7-80.660.470.67-9-40.660.47-0.2711-50.490.170.47-12-70.490.470.17-14-80.660.47-0.279-100.490.530.47-11-100.490.470.17-12-130.490.170.47-13-140.490.530.47-13-160.490.170.50-15-160.490.45--17-90.660.50-0.2718-100.490.170.50-21-140.660.50-0.2715-190.490.170.45-16-200.490.450.50-17-180.660.53-0.2719-200.660.150.45-20-210.660.53-0.2722-180.490.17-0.2723-200.490.17-0.2722-230.490.17-0.27 9.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11.301.300.000.000.000.000.001.500.000.000.001.300.0021.001.300.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001.300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051.301.300.000.000.000.000.000.000.000.000.001.300.0061.001.300.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.301.301.301.301.351.351.501.350.000.000.001.301.35101.300.001.301.300.000.001.500.000.000.000.001.300.00111.000.001.301.300.000.001.500.000.000.000.001.000.00121.300.001.001.000.000.001.500.000.000.000.001.300.00131.000.001.001.000.000.001.500.000.000.000.001.000.00141.300.001.301.300.001.501.500.000.000.000.001.300.00151.000.001.301.300.001.501.500.000.000.000.001.000.00161.300.001.001.000.001.501.500.000.000.000.001.300.00171.000.001.001.000.001.501.500.000.000.000.001.000.00181.300.001.301.301.500.001.500.000.000.000.001.301.50191.000.001.301.301.500.001.500.000.000.000.001.001.50201.300.001.001.001.500.001.500.000.000.000.001.301.50211.000.001.001.001.500.001.500.000.000.000.001.001.50221.300.001.301.301.351.351.500.000.000.000.001.301.35231.000.001.301.301.351.351.500.000.000.000.001.001.35241.300.001.001.001.351.351.500.000.000.000.001.301.35251.000.001.001.001.351.351.500.000.000.000.001.001.35261.300.001.301.000.000.001.500.000.000.000.001.300.00271.000.001.301.000.000.001.500.000.000.000.001.000.00281.300.001.001.300.000.001.500.000.000.000.001.300.00291.000.001.001.300.000.001.500.000.000.000.001.000.00301.300.001.301.000.001.501.500.000.000.000.001.300.00311.000.001.301.000.001.501.500.000.000.000.001.000.00321.300.001.001.300.001.501.500.000.000.000.001.300.00331.000.001.001.300.001.501.500.000.000.000.001.000.00341.300.001.301.001.500.001.500.000.000.000.001.301.50351.000.001.301.001.500.001.500.000.000.000.001.001.50361.300.001.001.301.500.001.500.000.000.000.001.301.50371.000.001.001.301.500.001.500.000.000.000.001.001.50381.300.001.301.001.351.351.500.000.000.000.001.301.35391.000.001.301.001.351.351.500.000.000.000.001.001.35401.300.001.001.301.351.351.500.000.000.000.001.301.35411.000.001.001.301.351.351.500.000.000.000.001.001.35421.301.301.301.300.651.301.300.981.400.000.001.300.65431.301.301.301.300.651.301.300.98-1.400.000.001.300.65441.301.301.301.300.651.301.300.980.001.400.001.300.65451.301.301.301.300.651.301.300.980.00-1.400.001.300.65461.301.301.301.300.651.301.300.980.000.001.401.300.65471.301.301.301.300.651.301.300.980.000.00-1.401.300.65481.301.301.301.300.651.301.300.981.400.000.501.300.65491.301.301.301.300.651.301.300.98-1.400.000.501.300.65501.301.301.301.300.651.301.300.981.400.00-0.501.300.65511.301.301.301.300.651.301.300.98-1.400.00-0.501.300.65521.301.301.301.300.651.301.300.980.001.400.501.300.65531.301.301.301.300.651.301.300.980.00-1.400.501.300.65541.301.301.301.300.651.301.300.980.001.40-0.501.300.65551.301.301.301.300.651.301.300.980.00-1.40-0.501.300.65561.001.001.001.000.501.001.000.981.400.000.001.000.50571.001.001.001.000.501.001.000.98-1.400.000.001.000.50581.001.001.001.000.501.001.000.980.001.400.001.000.50591.001.001.001.000.501.001.000.980.00-1.400.001.000.50601.001.001.001.000.501.001.000.980.000.001.401.000.50611.001.001.001.000.501.001.000.980.000.00-1.401.000.50621.001.001.001.000.501.001.000.981.400.000.501.000.50631.001.001.001.000.501.001.000.98-1.400.000.501.000.50641.001.001.001.000.501.001.000.981.400.00-0.501.000.50651.001.001.001.000.501.001.000.98-1.400.00-0.501.000.50661.001.001.001.000.501.001.000.980.001.400.501.000.50671.001.001.001.000.501.001.000.980.00-1.400.501.000.50681.001.001.001.000.501.001.000.980.001.40-0.501.000.50691.001.001.001.000.501.001.000.980.00-1.40-0.501.000.50701.301.301.301.300.651.301.300.001.400.000.001.300.65711.301.301.301.300.651.301.300.00-1.400.000.001.300.65721.301.301.301.300.651.301.300.000.001.400.001.300.65731.301.301.301.300.651.301.300.000.00-1.400.001.300.65741.301.301.301.300.651.301.300.000.000.001.401.300.65751.301.301.301.300.651.301.300.000.000.00-1.401.300.65761.301.301.301.300.651.301.300.001.400.000.501.300.65771.301.301.301.300.651.301.300.00-1.400.000.501.300.65781.301.301.301.300.651.301.300.001.400.00-0.501.300.65791.301.301.301.300.651.301.300.00-1.400.00-0.501.300.65801.301.301.301.300.651.301.300.000.001.400.501.300.65811.301.301.301.300.651.301.300.000.00-1.400.501.300.65821.301.301.301.300.651.301.300.000.001.40-0.501.300.65831.301.301.301.300.651.301.300.000.00-1.40-0.501.300.65841.001.001.001.000.501.001.000.001.400.000.001.000.50851.001.001.001.000.501.001.000.00-1.400.000.001.000.50861.001.001.001.000.501.001.000.000.001.400.001.000.50871.001.001.001.000.501.001.000.000.00-1.400.001.000.50881.001.001.001.000.501.001.000.000.000.001.401.000.50891.001.001.001.000.501.001.000.000.000.00-1.401.000.50901.001.001.001.000.501.001.000.001.400.000.501.000.50911.001.001.001.000.501.001.000.00-1.400.000.501.000.50921.001.001.001.000.501.001.000.001.400.00-0.501.000.50931.001.001.001.000.501.001.000.00-1.400.00-0.501.000.50941.001.001.001.000.501.001.000.000.001.400.501.000.50951.001.001.001.000.501.001.000.000.00-1.400.501.000.50961.001.001.001.000.501.001.000.000.001.40-0.501.000.50971.001.001.001.000.501.001.000.000.00-1.40-0.501.000.50981.300.001.301.300.651.301.300.981.400.000.001.300.65991.300.001.301.300.651.301.300.98-1.400.000.001.300.651001.300.001.301.300.651.301.300.980.001.400.001.300.651011.300.001.301.300.651.301.300.980.00-1.400.001.300.651021.300.001.301.300.651.301.300.980.000.001.401.300.651031.300.001.301.300.651.301.300.980.000.00-1.401.300.651041.300.001.301.300.651.301.300.981.400.000.501.300.651051.300.001.301.300.651.301.300.98-1.400.000.501.300.651061.300.001.301.300.651.301.300.981.400.00-0.501.300.651071.300.001.301.300.651.301.300.98-1.400.00-0.501.300.651081.300.001.301.300.651.301.300.980.001.400.501.300.651091.300.001.301.300.651.301.300.980.00-1.400.501.300.651101.300.001.301.300.651.301.300.980.001.40-0.501.300.651111.300.001.301.300.651.301.300.980.00-1.40-0.501.300.651121.000.001.001.000.501.001.000.981.400.000.001.000.501131.000.001.001.000.501.001.000.98-1.400.000.001.000.501141.000.001.001.000.501.001.000.980.001.400.001.000.501151.000.001.001.000.501.001.000.980.00-1.400.001.000.501161.000.001.001.000.501.001.000.980.000.001.401.000.501171.000.001.001.000.501.001.000.980.000.00-1.401.000.501181.000.001.001.000.501.001.000.981.400.000.501.000.501191.000.001.001.000.501.001.000.98-1.400.000.501.000.501201.000.001.001.000.501.001.000.981.400.00-0.501.000.501211.000.001.001.000.501.001.000.98-1.400.00-0.501.000.501221.000.001.001.000.501.001.000.980.001.400.501.000.501231.000.001.001.000.501.001.000.980.00-1.400.501.000.501241.000.001.001.000.501.001.000.980.001.40-0.501.000.501251.000.001.001.000.501.001.000.980.00-1.40-0.501.000.501261.300.001.301.300.651.301.300.001.400.000.001.300.651271.300.001.301.300.651.301.300.00-1.400.000.001.300.651281.300.001.301.300.651.301.300.000.001.400.001.300.651291.300.001.301.300.651.301.300.000.00-1.400.001.300.651301.300.001.301.300.651.301.300.000.000.001.401.300.651311.300.001.301.300.651.301.300.000.000.00-1.401.300.651321.300.001.301.300.651.301.300.001.400.000.501.300.651331.300.001.301.300.651.301.300.00-1.400.000.501.300.651341.300.001.301.300.651.301.300.001.400.00-0.501.300.651351.300.001.301.300.651.301.300.00-1.400.00-0.501.300.651361.300.001.301.300.651.301.300.000.001.400.501.300.651371.300.001.301.300.651.301.300.000.00-1.400.501.300.651381.300.001.301.300.651.301.300.000.001.40-0.501.300.651391.300.001.301.300.651.301.300.000.00-1.40-0.501.300.651401.000.001.001.000.501.001.000.001.400.000.001.000.501411.000.001.001.000.501.001.000.00-1.400.000.001.000.501421.000.001.001.000.501.001.000.000.001.400.001.000.501431.000.001.001.000.501.001.000.000.00-1.400.001.000.501441.000.001.001.000.501.001.000.000.000.001.401.000.501451.000.001.001.000.501.001.000.000.000.00-1.401.000.501461.000.001.001.000.501.001.000.001.400.000.501.000.501471.000.001.001.000.501.001.000.00-1.400.000.501.000.501481.000.001.001.000.501.001.000.001.400.00-0.501.000.501491.000.001.001.000.501.001.000.00-1.400.00-0.501.000.501501.000.001.001.000.501.001.000.000.001.400.501.000.501511.000.001.001.000.501.001.000.000.00-1.400.501.000.501521.000.001.001.000.501.001.000.000.001.40-0.501.000.501531.000.001.001.000.501.001.000.000.00-1.40-0.501.000.50 10.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11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.001.001.000.000.000.000.001.000.0051.000.001.001.001.000.001.000.000.000.000.001.001.0061.000.001.001.000.900.901.000.000.000.000.001.000.9071.001.001.001.000.900.901.000.000.000.000.001.000.90 11.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11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.000.501.000.000.000.000.001.000.0051.000.001.001.000.000.001.000.000.000.000.001.000.0061.000.001.001.000.000.501.000.000.000.000.001.000.0071.001.001.001.000.000.501.000.000.000.000.001.000.00四、地基承載力及沉降計(jì)算 fa=120.0kPa faE=120.0kPa 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+頂板活載)/底板面積 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.00kN+280.06kN)/163.78m2 =84kPa<fa=120kPa 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+0.5×頂板活載)/底板面積 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.5×0.00kN+0.5×280.06kN)/163.78m2 =83kPa<faE=120kPa 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+0.5×頂板活載)/底板面積+x向水平地震彎矩/x向抗彎截面模量 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.5×0.00kN+0.5×280.06kN)/163.78m2+2218.01kN.m/334.18m3 =90kPa<1.2faE=144kPa 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+0.5×頂板活載)/底板面積-x向水平地震彎矩/x向抗彎截面模量 =(7793.05kN+423.01kN+5302.03kN+0.00kN+0.5×0.00kN+0.5×280.06kN)/163.78m2-2218.01kN.m/334.18m3 =77kPa>0 滿足要求 水池沉降值:9.4mm五、抗浮驗(yàn)算 地面水池或地下水位低于底板,不需要進(jìn)行抗浮驗(yàn)算六、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1-4-5-6-21-4邊-49.3120.36100016@200100547.8-42.182100016@20010054-5邊-5.590.16100016@200100594.3-4.979100016@20010055-6邊-7.299.36100016@200100585.2-0.279100016@20010056-2邊-10.175.56100016@2001005112.4-45.382100012@10011312-1邊-45.8123.96100016@200100547.9-45.179100016@2001005跨中x方向-34.477.85100016@20010056.580.66100016@2001005跨中y方向-34.886.35100016@20010057.781.26100016@2001005底板2-6-7-8-32-6邊-8.074.36100016@2001005112.5-47.182100012@10011316-7邊-2.498.86100016@200100589.63.378100016@20010057-8邊-2.225.16100016@200100595.04.078100014@15010268-3邊-46.7119.16100016@200100552.9-43.282100016@20010053-2邊-42.3121.16100016@200100549.5-49.778100016@2001005跨中x方向-38.476.35100016@20010057.876.66100016@2001005跨中y方向-36.887.05100016@2001005-8.678.86100016@2001005底板4-9-10-11-54-9邊-17.977.26100016@200100520.0-41.879100016@20010059-10邊-5.0128.46100016@20010051.2146.55100016@200100510-11邊-3.5149.96100016@200100553.674.783100016@200100511-5邊-0.563.96100016@200100568.04.383100016@20010055-4邊-2.640.36100016@200100545.397.979100016@2001005跨中x方向-4.873.05100016@20010059.773.16100016@2001005跨中y方向8.1120.16100016@200100510.0117.06100016@2001005底板7-12-13-14-87-12邊-4.757.36100016@200100529.573.578100016@200100512-13邊-0.4105.26100016@20010053.096.25100016@200100513-14邊2.0132.06100016@20010052.0132.06100016@200100514-8邊-11.0100.56100016@200100515.3-59.583100016@20010058-7邊19.9114.56100016@200100525.0114.45100016@2001005跨中x方向-4.985.76100016@20010054.877.06100016@2001005跨中y方向-2.3125.46100016@20010057.3112.35100016@2001005底板5-11-10-18-22-23-20-19-15-16-13-12-7-65-11邊99.1-25.683100016@200100599.1-25.683100016@180111711-10邊-0.299.06100016@200100570.2-26.283100016@200100510-18邊122.5-52.283100016@2001005128.3-64.079100012@100113118-22邊83.0-107.483100016@200100583.0-107.483100016@200100522-23邊34.5-55.39100016@200100534.5-55.39100016@200100523-20邊6.894.95100016@20010056.894.95100016@200100520-19邊9.699.09100016@200100545.9-0.483100016@200100519-15邊111.5-41.683100016@2001005111.5-41.683100012@100113115-16邊-0.573.46100016@200100588.920.679100014@150102616-13邊8.583.35100016@20010058.583.35100016@200100513-12邊-1.973.76100016@200100524.0-32.783100016@200100512-7邊52.5-12.783100016@200100552.5-12.783100016@20010057-6邊78.452.278100016@200100562.877.75100014@15010266-5邊79.538.578100016@200100559.576.55100016@2001005跨中x方向-59.7-61.283100016@200100535.6-24.09100016@2001005跨中y方向-45.8-30.483100016@200100511.044.95100016@2001005底板13-16-20-21-1413-16邊-12.3117.96100016@20010055.189.05100016@200100516-20邊-12.2100.66100016@200100536.2-3.478100016@200100520-21邊-4.991.56100016@2001005-4.491.46100016@200100521-14邊-35.9101.86100016@200100521.9-27.575100016@200100514-13邊8.1122.35100016@20010058.1122.35100016@2001005跨中x方向-21.086.75100016@2001005-9.2100.56100016@2001005跨中y方向-4.998.65100016@20010051.582.76100016@2001005底板9-17-18-109-17邊-39.5105.86100016@200100513.6-21.078100016@200100517-18邊-5.937.96100016@20010052.253.85100016@200100518-10邊77.378.883100016@200100577.378.883100014@150102610-9邊2.7122.16100016@20010055.7115.95100016@2001005跨中x方向-14.790.45100016@200100518.693.45100016@2001005跨中y方向-0.190.46100016@20010052.083.46100016@2001005底板15-19-20-1615-19邊92.31.383100016@200100576.867.25100014@150102619-20邊-5.0103.86100016@200100521.654.15100016@200100520-16邊-8.676.26100016@200100523.4-4.678100016@200100516-15邊-1.895.46100016@200100554.438.679100016@2001005跨中x方向36.161.379100016@200100536.161.379100016@2001005跨中y方向11.985.05100016@200100513.885.25100016@2001005頂板4-9-10-11-54-9邊-2.1-0.8930010@200393-2.1-0.8930010@2003939-10邊0.2-1.8630010@200393-2.53.83630010@20039310-11邊0.761.1930010@200393-6.267.9936010@20039311-5邊-4.531.23430010@200393-4.531.23430010@2003935-4邊0.814.4630010@200393-1.53.0930010@200393跨中x方向1.010.03430010@2003930.425.7930010@200393跨中y方向1.015.4930010@2003930.331.17930010@200393頂板7-12-13-14-87-12邊-2.425.3930010@200393-2.632.0930010@20039312-13邊0.730.57830010@200393-1.26.73630010@20039313-14邊-1.64.33630010@200393-1.64.33630010@20039314-8邊-0.424.17830010@200393-1.616.2930010@2003938-7邊0.853.7630010@2003930.657.57830010@200393跨中x方向1.09.8930010@2003930.418.97830010@200393跨中y方向0.920.3930010@2003930.426.37830010@200393頂板5-11-12-7-65-11邊-5.417.41830010@200393-5.417.41830010@20039311-12邊0.231.68230010@200393-1.712.63630010@20039312-7邊-4.513.61830010@200393-4.513.61830010@2003937-6邊-6.918.13630010@200393-6.918.13632410@2003936-5邊0.00.015330010@200393-6.717.53631510@200393跨中x方向2.016.53430010@200393-0.233.38230010@200393跨中y方向2.38.33430010@2003930.940.2630010@200393頂板10-18-19-15-16-1310-18邊-8.220.6930010@200393-8.220.6938310@20039318-19邊1.38.3930010@200393-2.12.13630010@20039319-15邊-10.518.03430010@200393-10.518.03448010@15052415-16邊0.029.78230010@200393-14.0-4.1938010@20039316-13邊2.426.5930010@2003930.532.17830010@20039313-10邊3.4-0.6730010@200393-4.5-0.11830010@200393跨中x方向3.612.13430010@200393-3.018.8930010@200393跨中y方向3.03.22430010@2003933.03.22430010@200393頂板18-22-23-2018-22邊0.2-3.4630010@200393-3.537.07930010@20039322-23邊-4.5-1.93630010@200393-3.75.68330010@20039323-20邊0.686.27830010@2003930.686.27830010@20039320-18邊2.30.1930010@200393-1.952.87830010@200393跨中x方向1.34.23430010@200393-0.523.97830010@200393跨中y方向1.02.813930010@200393-1.0-1.615230010@200393頂板13-16-20-21-1413-16邊-1.916.1930010@200393-1.916.1930010@20039316-20邊-1.360.17830010@200393-2.57.03430010@20039320-21邊0.050.17830010@200393-0.143.6930010@20039321-14邊1.01.0630010@200393-1.30.6930010@20039314-13邊-1.5-8.2930010@200393-1.434.17830010@200393跨中x方向1.411.4930010@200393-0.06.6630010@200393跨中y方向0.329.27830010@2003930.329.27830010@200393頂板9-17-18-109-17邊1.09.87930010@200393-0.93.5930010@20039317-18邊-0.153.97930010@200393-0.153.97930010@20039318-10邊-4.052.3930010@200393-3.890.1930010@20039310-9邊-0.639.77930010@200393-0.834.47930010@200393跨中x方向1.410.3930010@200393-0.521.97930010@200393跨中y方向0.327.77930010@2003930.229.07930010@200393頂板15-19-20-1615-19邊-3.647.3930010@200393-3.649.6930010@20039319-20邊-0.340.07830010@200393-2.89.3930010@20039320-16邊0.252.78330010@200393-0.820.8930010@20039316-15邊0.317.2530010@200393-2.429.3930010@200393跨中x方向0.335.77830010@200393-0.442.47830010@200393跨中y方向0.237.07830010@2003930.136.37830010@200393直壁板2-12邊-63.066.9582512@1259055.511.08365012@1507541邊-70.1106.7596212@10011312.2-2.58365012@150754上邊-0.5-2.88250012@200565-0.03.88250012@200565下邊-51.125.0680014@18085538.9-142.97980014@180855跨中水平-16.073.47965012@15075424.577.88265012@150754跨中豎直-0.7-13.315365012@15075417.4-42.6565012@150754直壁板3-23邊-71.0107.9597312@10011311.8-4.79365012@1507542邊-63.067.0582412@1259055.810.38365012@150754上邊-0.5-2.68250012@200565-0.03.98250012@200565下邊-44.86.7680014@18085540.6-150.77880014@180855跨中水平-16.173.97865012@15075424.377.88265012@150754跨中豎直-0.8-19.813965012@15075417.9-48.78265012@150754直壁板1-41邊-70.1106.0596112@10011312.2-3.68365012@1507544邊-54.662.8572114@1808555.6-35.27865012@150754上邊-1.538.18350012@200565-1.138.17850012@200565下邊-55.021.7680014@18085536.0-140.67980014@180855跨中水平-12.475.98265012@15075424.478.9565012@150754跨中豎直-0.7-16.913465012@15075417.2-39.5565012@150754直壁板6-26邊-48.839.87865012@1507542邊54.885.17965012@125905上邊-0.142.28250012@200565下邊72.9-146.27980014@180855跨中水平21.269.48265012@150754跨中豎直-15.6-81.3965012@150754直壁板8-38邊-55.262.4572812@1259055.8-49.57965012@1507543邊-71.0107.2597312@10011311.9-1.07965012@150754上邊-1.631.17850012@200565-0.931.57950012@200565下邊-53.014.6680014@18085538.9-152.57880014@180855跨中水平-13.369.47865012@15075424.879.2965012@150754跨中豎直-0.7-20.713565012@15075417.2-46.4565012@150754直壁板4-54邊41.696.47965012@1507545邊-12.2119.0665012@150754上邊2.2-11.1950012@200565下邊-45.0-165.08280014@180855跨中水平7.2139.77965012@150754跨中豎直-6.6-104.98265012@150754直壁板5-65邊17.047.18265012@1507546邊35.756.18265012@150754上邊8.6-41.18250012@200565下邊-33.8-207.78280014@180855跨中水平-9.652.08265012@150754跨中豎直-5.6-66.4665012@150754直壁板6-76邊36.758.18265012@1507547邊16.355.98265012@150754上邊8.7-42.17850012@200565下邊35.9-128.28380014@180855跨中水平-11.454.77865012@150754跨中豎直-7.6-103.57865012@150754直壁板7-87邊-12.2125.1565012@1507548邊41.498.57865012@150754上邊1.7-11.7950012@200565下邊-40.1-197.98280014@180855跨中水平8.4142.97865012@150754跨中豎直-5.4-119.38265012@150754直壁板4-94邊-40.330.77565012@1507541.318.913465012@1507549邊-28.177.6665012@1507544.013.57865012@150754上邊1.017.97850012@2005651.821.07850012@200565下邊-17.755.5680014@18085517.4-90.67980014@180855跨中水平-7.56.77965012@1507547.364.4665012@150754跨中豎直-2.3-14.6565012@1507546.629.0665012@150754直壁板11-511邊18.834.0660012@1806285邊20.442.1660012@180628上邊24.6-160.43660012@180628下邊32.8-354.0660012@180628跨中水平-8.335.2660012@180628跨中豎直-5.5-77.8660012@180628直壁板12-712邊-18.024.6560012@1806287邊-22.041.68360012@180628上邊-9.8-77.9960012@180628下邊-23.8-126.47960012@180628跨中水平8.835.2660012@180628跨中豎直5.7-79.97860012@180628直壁板14-814邊-26.377.9665012@1507543.79.07965012@1507548邊-35.640.77865012@1507541.710.413565012@150754上邊0.617.0950012@2005651.716.57950012@200565下邊-16.951.0680014@18085517.8-95.27880014@180855跨中水平-7.47.07865012@1507547.762.8665012@150754跨中豎直-2.3-17.0565012@1507547.126.1665012@150754直壁板9-109邊-22.574.17960012@18062810邊-19.451.3660012@180628上邊-1.7-4.2960012@180628下邊5.735.7660012@180628跨中水平-6.9114.1660012@180628跨中豎直-1.421.4660012@180628直壁板11-1011邊-22.169.4960012@18062810邊-18.8-16.38260012@180628上邊-15.7-247.7960012@180628下邊-26.6-703.08360012@180628跨中水平-12.343.1560012@180628跨中豎直-2.2-96.7660012@180628直壁板12-1312邊22.649.07960012@18062813邊5.251.9560012@180628上邊-0.521.43460012@180628下邊6.7-150.08360012@180628跨中水平11.553.2660012@180628跨中豎直2.3-57.9660012@180628直壁板13-1413邊-11.344.2660012@18062814邊-25.468.68360012@180628上邊-0.221.1960012@180628下邊7.08.3660012@180628跨中水平-3.7111.7660012@180628跨中豎直-1.325.3660012@180628直壁板13-1613邊18.824.4660012@18062816邊-8.615.37860012@180628上邊2.617.8960012@180628下邊4.424.8660012@180628跨中水平3.930.9660012@180628跨中豎直1.2-57.08360012@180628直壁板15-1615邊-13.842.9660012@18062816邊-10.251.2560012@180628上邊-11.4-157.4960012@180628下邊-9.519.7660012@180628跨中水平6.29.38260012@180628跨中豎直4.4-78.28260012@180628直壁板9-179邊-31.775.2665012@1507542.732.57865012@15075417邊-31.255.1565012@1507540.84.82265012@150754上邊-1.2-2.4650012@2005650.610.77950012@200565下邊-32.072.3680014@1808558.9-57.37880014@180855跨中水平-1.40.87865012@15075416.356.4565012@150754跨中豎直-0.42.29265012@1507548.345.47865012@150754直壁板18-1018邊34.132.0660012@18062810邊39.125.08360012@180628上邊10.8-49.4960012@180628下邊47.0-243.38360012@180628跨中水平-17.914.7560012@180628跨中豎直-9.5-91.67860012@180628直壁板21-1421邊-33.465.37865012@1507541.41.914965012@15075414邊-33.873.2565012@1507542.616.57965012@150754上邊-1.1-1.9650012@2005651.1-11.32050012@200565下邊-30.353.7680014@18085511.5-79.37980014@180855跨中水平-1.91.17965012@15075416.065.6565012@150754跨中豎直-0.4-5.29365012@1507548.140.2665012@150754直壁板15-1915邊14.846.7660012@18062819邊20.741.7660012@180628上邊22.1-187.2960012@180628下邊45.2-368.18360012@180628跨中水平-9.140.9660012@180628跨中豎直-6.3-124.97960012@180628直壁板16-2016邊-15.013.58360012@18062820邊25.718.08360012@180628上邊-2.7-6.8960012@180628下邊20.4-19.5660012@180628跨中水平-13.51.2660012@180628跨中豎直-7.5-71.27960012@180628直壁板17-1817邊-32.374.5565012@1507541.8-3.78365012@15075418邊-19.665.0665012@1507545.423.57965012@150754上邊-0.128.69750012@200565-0.128.69750012@200565下邊-2.7117.9580014@180855-2.7117.9580014@180855跨中水平-7.274.4665012@150754-6.475.88365012@150754跨中豎直-1.931.37965012@150754-0.729.77965012@150754直壁板19-2019邊16.723.0665012@15075420邊7.944.5665012@150754上邊1.3-61.17850012@200565下邊12.0-628.98380014@180855跨中水平-4.728.38265012@150754跨中豎直-4.8-99.47865012@150754直壁板20-21
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