濾布濾池整體計算

-PAGE1-水池計算書項目名稱__工程名稱__________設(shè)計_____________校對_____________審核_____________計算時間一、設(shè)計依據(jù) 《給水排水工程鋼筋混凝土水池結(jié)構(gòu)設(shè)計規(guī)程》CECS138:2002 《給水排水工程構(gòu)筑物結(jié)構(gòu)設(shè)計規(guī)范》GB50069-2002 《室外給水排水和燃氣熱力工程抗震設(shè)計規(guī)范》GB50032-2003 《給水排水工程結(jié)構(gòu)設(shè)計手冊》(第二版).沈世杰主編.中國建筑工業(yè)出版社，2007 《混凝土結(jié)構(gòu)設(shè)計規(guī)范》GB50010-2010(2015年版) 《建筑抗震設(shè)計規(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)計資料 1.總體信息 池外設(shè)計地面標高:0.00 地下水位標高(m):-3.00 水池類型:有蓋水池 水池混凝土等級:C30 水池板鋼筋等級:HRB400 柱（扶壁柱）主筋等級:HRB400 柱（扶壁柱）箍筋等級:HRB400 梁主筋等級:HRB400 梁箍筋等級:HRB400 抗震設(shè)防烈度:不設(shè)防 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:500mm 混凝土重度:25.0kN/m3 2.荷載信息 頂板覆土厚度:默認 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 板位置中的編號為形成該板塊的節(jié)點編號，節(jié)點編號圖如下所示:板位置板厚(mm)池內(nèi)側(cè)保護層厚度(mm)池外側(cè)保護層厚度(mm)板頂部標高頂板1-10-13-4-115035353.050頂板4-23-25-6-415035353.050頂板10-20-23-13-1015035353.050底板6-8-9-7-65003535-1.400底板1-10-13-4-15003535-1.900底板8-16-17-9-85003535-1.400底板4-23-25-6-45003535-1.900底板16-18-19-17-165003535-1.400底板10-20-23-13-105003535-1.900底板18-25-26-19-185003535-1.400壁板位置頂部板厚(mm)底部板厚(mm)池內(nèi)側(cè)保護層厚度(mm)池外側(cè)保護層厚度(mm)壁板底標高(m)壁板頂標高(m)直壁板41.9003.050直壁板6-44004003535-1.9003.050直壁板7-64004003535-1.4004.600直壁板8-640040035--1.9004.600直壁板9-74004003535-1.4004.600直壁板1-104004003535-1.9003.050直壁板13-440040035--1.9003.050直壁板8-935035035--1.4004.600直壁板16-840040035--1.9004.600直壁板17-94004003535-1.4004.600直壁板10-1335035035--1.9003.050直壁板16-1735035035--1.4004.600直壁板18-1640040035--1.9004.600直壁板19-174004003535-1.4004.600直壁板10-204004003535-1.9003.050直壁板23-1340040035--1.9003.050直壁板18-1935035035--1.4004.600直壁板25-1840040035--1.9004.600直壁板26-194004003535-1.4004.600直壁板20-234004003535-1.9003.050直壁板23-254004003535-1.9003.050直壁板25-264004003535-1.4004.600 4.土層信息 4.1巖土性能參數(shù)表層號巖土名稱重度(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全風化巖22203001114強風化巖2220300111 4.2勘探孔參數(shù)表 孔點參數(shù) 天然地面標高(m):0.00孔號坐標(x,y)(m)ZK010.000.00ZK020.0013.10ZK0311.000.00ZK0411.0013.10ZK0521.000.00ZK0621.0013.10 ZK01層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 ZK02層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 ZK03層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 ZK04層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 ZK05層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.003全風化巖15.0023.00-23.00 ZK06層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1填土2.002.00-2.002碎石1.003.00-3.003全風化巖5.008.00-8.004強風化巖15.0023.00-23.00 5.板配筋選項 壁板按對稱配筋：否 底板頂板按對稱配筋：否 按最大配筋點配筋：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 驗算抗裂度：否 驗算裂縫：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，梁編號的兩個數(shù)字指梁兩端的節(jié)點編號）梁編號截面尺寸(mm)梁11-2(頂板)300*500梁12-3(頂板)300*500梁14-5(頂板)300*500梁13-14(頂板)350*550梁14-15(頂板)350*550梁21-11(頂板)300*500梁22-12(頂板)300*500梁24-14(頂板)300*500 7.工程量統(tǒng)計混凝土量(m3)底板頂板層板層間板壁板梁柱層間梁扶壁總計173.6927.370.00270.156.760.000.000.00477.97水池容積(m3)1257.58土方量(m3)761.64三、荷載計算 1.結(jié)構(gòu)自重及覆土重 結(jié)構(gòu)自重:11949.25kN 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）:1126.71kN 2.池內(nèi)水壓水池單元格編號層號最大水深(m)底部水壓(kN/m2)6-8-9-7-6第1層5.2052.0016-18-19-17-16第1層5.2052.0018-25-26-19-18第1層5.2052.0010-20-23-13-10第1層3.9039.001-10-13-4-1第1層3.9039.008-16-17-9-8第1層5.2052.004-23-25-6-4第1層1.0010.00 3.頂板覆土豎向土壓力頂板編號頂板頂標高(m)覆土厚度(m)覆土豎向土壓力(kN/m2)6-8-9-7-616-18-19-17-1618-25-26-19-1810-20-23-13-103.050.000.001-10-13-4-13.050.000.008-16-17-9-84-23-25-6-43.050.000.00 4.池外土側(cè)壓力標高(m)池外土側(cè)壓力(kN/m2)-1.408.40-1.9011.40 5.頂板活載頂板編號頂板活載(kN/m2)注6-8-9-7-616-18-19-17-1618-25-26-19-1810-20-23-13-105.00采用活荷載1-10-13-4-15.00采用活荷載8-16-17-9-84-23-25-6-44.00采用活荷載 6.池外水壓力標高(m)池外水壓力(kN/m2)-1.400.00-1.900.00-2.400.00 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.基本組合系數(shù)組合號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11.301.300.000.000.000.000.001.500.000.000.001.300.0021.001.300.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001.300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051.301.300.000.000.000.000.000.000.000.000.001.300.0061.001.300.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.301.301.301.301.351.351.501.350.000.000.001.301.35101.300.001.301.300.000.001.500.000.000.000.001.300.00111.000.001.301.300.000.001.500.000.000.000.001.000.00121.300.001.001.000.000.001.500.000.000.000.001.300.00131.000.001.001.000.000.001.500.000.000.000.001.000.00141.300.001.301.300.001.501.500.000.000.000.001.300.00151.000.001.301.300.001.501.500.000.000.000.001.000.00161.300.001.001.000.001.501.500.000.000.000.001.300.00171.000.001.001.000.001.501.500.000.000.000.001.000.00181.300.001.301.301.500.001.500.000.000.000.001.301.50191.000.001.301.301.500.001.500.000.000.000.001.001.50201.300.001.001.001.500.001.500.000.000.000.001.301.50211.000.001.001.001.500.001.500.000.000.000.001.001.50221.300.001.301.301.351.351.500.000.000.000.001.301.35231.000.001.301.301.351.351.500.000.000.000.001.001.35241.300.001.001.001.351.351.500.000.000.000.001.301.35251.000.001.001.001.351.351.500.000.000.000.001.001.35261.300.001.301.000.000.001.500.000.000.000.001.300.00271.000.001.301.000.000.001.500.000.000.000.001.000.00281.300.001.001.300.000.001.500.000.000.000.001.300.00291.000.001.001.300.000.001.500.000.000.000.001.000.00301.300.001.301.000.001.501.500.000.000.000.001.300.00311.000.001.301.000.001.501.500.000.000.000.001.000.00321.300.001.001.300.001.501.500.000.000.000.001.300.00331.000.001.001.300.001.501.500.000.000.000.001.000.00341.300.001.301.001.500.001.500.000.000.000.001.301.50351.000.001.301.001.500.001.500.000.000.000.001.001.50361.300.001.001.301.500.001.500.000.000.000.001.301.50371.000.001.001.301.500.001.500.000.000.000.001.001.50381.300.001.301.001.351.351.500.000.000.000.001.301.35391.000.001.301.001.351.351.500.000.000.000.001.001.35401.300.001.001.301.351.351.500.000.000.000.001.301.35411.000.001.001.301.351.351.500.000.000.000.001.001.35 9.標準組合系數(shù)組合號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 10.準永久值組合系數(shù)組合號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算 fa=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 =(11949.25kN+1126.71kN+8978.63kN+0.00kN+0.00kN+845.15kN)/322.96m2 =71kPa<fa=120kPa 滿足要求 水池沉降值:9.6mm五、抗浮驗算 地面水池或地下水位低于底板，不需要進行抗浮驗算六、各板內(nèi)力及配筋計算 注：敞口時沒頂板，頂板和底板的跨中X和Y均指整體坐標系下的方向；對于中間壁板不分內(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)對稱配置，此時池外側(cè)表格用橫杠表示。 單位：M(kN·m)，N(kN),計算面積(mm2/m),實配面積(mm2/m)位置水池內(nèi)側(cè)水池外側(cè)內(nèi)力基本組合計算面積選配鋼筋實配面積內(nèi)力基本組合計算面積選配鋼筋實配面積MN組合MN組合底板6-8-9-76-8邊-16.5-159.19100016@200100545.6143.85100016@20010058-9邊-21.7109.26100016@200100588.6-25.29100014@15010269-7邊-3.841.36100016@200100521.6-41.59100016@20010057-6邊-67.0123.26100014@150102634.0-20.59100016@2001005跨中x方向-16.676.25100016@2001005-13.580.95100016@2001005跨中y方向-53.684.69100016@2001005-53.684.69100016@2001005底板1-10-13-41-10邊-22.368.56100016@200100557.6-55.29100016@200100510-13邊107.7-48.19100016@2001005107.7-48.19100014@150102613-4邊5.583.06100016@200100590.1-110.29100016@20010054-1邊-29.484.56100016@200100551.5-52.09100016@2001005跨中x方向-40.1-93.59100016@20010055.568.26100016@2001005跨中y方向-54.6-54.79100016@200100515.851.55100016@2001005底板8-16-17-98-16邊-6.747.16100016@200100531.328.55100016@200100516-17邊-39.5103.16100016@200100573.6-46.99100016@200100517-9邊-12.064.36100016@200100516.8-42.49100016@20010059-8邊-33.6115.06100016@200100589.1-45.19100014@1501026跨中x方向-4.356.36100016@20010054.160.16100016@2001005跨中y方向-5.8122.05100016@20010057.7105.36100016@2001005底板4-13-23-25-18-16-8-64-13邊114.6-127.29100016@2001005114.6-127.29100014@150102613-23邊117.9-104.49100016@2001005117.9-104.49100016@180111723-25邊45.3-58.99100016@200100545.3-58.99100016@200100525-18邊-13.859.16100016@200100566.7-118.79100016@200100518-16邊66.2-97.09100016@200100566.2-97.09100016@200100516-8邊76.4-108.49100016@200100576.4-108.49100016@20010058-6邊-2.336.06100016@200100564.0-113.89100016@20010056-4邊5.780.16100016@200100540.5-56.09100016@2001005跨中x方向-53.8-104.19100016@200100528.1-100.99100016@2001005跨中y方向-20.8-48.29100016@20010053.148.56100016@2001005底板16-18-19-1716-18邊-6.850.46100016@200100531.021.29100016@200100518-19邊-34.1115.46100016@200100590.0-45.49100014@150102619-17邊-12.064.66100016@200100516.8-42.39100016@200100517-16邊-40.599.36100016@200100572.1-47.09100016@2001005跨中x方向-4.355.46100016@20010054.159.86100016@2001005跨中y方向-6.5121.56100016@20010057.8106.56100016@2001005底板10-20-23-1310-20邊-26.077.06100016@200100567.0-53.39100016@200100520-23邊-26.983.16100016@200100557.6-54.69100016@200100523-13邊-8.559.16100016@2001005117.2-105.39100016@180111713-10邊110.4-46.39100016@2001005110.4-46.39100016@1801117跨中x方向-37.422.69100016@20010056.571.06100016@2001005跨中y方向-40.5-33.334100016@200100514.346.75100016@2001005底板18-25-26-1918-25邊-16.7-154.59100016@200100544.7136.95100016@200100525-26邊-67.2123.56100014@150102634.0-20.99100016@200100526-19邊-3.841.26100016@200100521.4-41.29100016@200100519-18邊-21.7109.66100016@200100588.6-25.49100014@1501026跨中x方向-16.774.95100016@2001005-11.879.46100016@2001005跨中y方向-52.4101.85100016@2001005-52.4101.85100016@2001005頂板1-10-11-21-10邊-8.3-4.1363008@150335-7.16.993178@15033510-11邊-7.711.693008@150335-7.711.6935110@20039311-2邊0.228.653008@150335-2.613.593008@1503352-1邊-7.1-4.7363008@150335-7.1-4.7363008@150335跨中x方向2.82.8343008@1503352.82.8343008@150335跨中y方向2.49.493008@1503352.53.593008@150335頂板2-11-12-32-11邊-0.433.763008@150335-2.032.993008@15033511-12邊-11.43.993008@150335-11.43.994998@10050312-3邊-1.251.793008@150335-1.549.893008@1503353-2邊-8.4-1.6363008@150335-8.325.793968@125402跨中x方向2.244.893008@1503352.911.9343008@150335跨中y方向4.24.7343008@150335-0.87.2263008@150335頂板3-12-13-43-12邊0.765.693008@150335-3.053.593008@15033512-13邊-6.312.0353008@150335-6.312.0353008@15033513-4邊-8.154.093008@150335-8.154.0942410@1804364-3邊-5.7-0.8363008@150335-3.917.893008@150335跨中x方向1.964.393008@150335-1.368.493008@150335跨中y方向2.311.1203008@1503352.311.1203008@150335頂板4-13-14-54-13邊-10.815.0343008@150335-10.815.0344888@10050313-14邊0.414.263008@150335-3.717.7183008@15033514-5邊1.181.193008@1503351.181.193008@1503355-4邊-6.2-3.5363008@150335-5.69.793008@150335跨中x方向3.480.193008@1503352.278.993008@150335跨中y方向2.510.8343008@150335-0.521.293008@150335頂板5-14-15-8-65-14邊3.275.693008@1503353.213.8343008@15033514-15邊0.938.893008@150335-1.955.793008@15033515-8邊-8.813.2183008@150335-9.5100.7955112@2005658-6邊-8.294.393008@150335-8.294.394838@1005036-5邊-1.3203.293008@150335-1.3203.293358@125402跨中x方向1.060.893008@150335-1.671.593008@150335跨中y方向0.749.093008@150335-0.872.493008@150335頂板13-23-24-1413-23邊-13.132.993008@150335-13.132.9961312@18062823-24邊-6.5-4.1363008@150335-5.810.793008@15033524-14邊2.376.793008@1503352.376.793008@15033514-13邊0.330.453008@150335-3.917.8183008@150335跨中x方向4.271.093008@1503355.816.4343008@150335跨中y方向1.930.893008@150335-0.616.0183008@150335頂板14-24-25-18-16-1514-24邊4.159.793008@1503354.415.3343008@15033524-25邊-0.4105.593008@150335-0.4105.593008@15033525-18邊-10.413.7343008@150335-7.9130.4952110@15052418-16邊-11.117.4183008@150335-10.797.3959912@18062816-15邊-7.518.9183008@150335-7.395.894458@10050315-14邊3.319.693008@150335-0.619.493008@150335跨中x方向1.451.793008@150335-3.758.693008@150335跨中y方向0.856.053008@150335-1.145.193008@150335頂板10-20-21-1110-20邊-14.8-2.4363008@150335-13.611.2960512@18062820-21邊-10.4-8.0363008@150335-10.4-8.0363008@15033521-11邊4.06.493008@150335-3.27.5343008@15033511-10邊-9.614.993008@150335-9.614.994388@100503跨中x方向4.118.693008@150335-2.57.093008@150335跨中y方向3.72.5343008@1503353.72.5343008@150335頂板11-21-23-1311-21邊0.830.493008@150335-1.114.5183008@15033521-23邊-12.0-0.5363008@150335-11.624.9953712@20056523-13邊-16.513.4343008@150335-16.513.43473312@15075413-11邊-13.110.593008@150335-13.110.5958212@180628跨中x方向4.612.6343008@1503354.612.6343008@150335跨中y方向4.86.8343008@150335-1.629.193008@150335直壁板4-14邊-37.532.9980014@180855-4.3198.1980014@1808551邊-40.468.5980014@180855-39.066.8580014@180855上邊3.123.5580014@18085524.8-42.23680014@180855下邊-33.824.5680014@18085549.5-142.9980014@180855跨中水平4.395.8980014@18085514.044.6980014@180855跨中豎直22.7-57.9980014@18085522.7-57.9980014@180855直壁板6-46邊-26.3291.2980014@180855-26.3291.2980014@1808554邊-6.6205.8980014@180855-6.6205.8980014@180855上邊-1.472.7980014@18085515.1-28.9980014@180855下邊38.2-92.7980014@18085542.4-134.8980014@180855跨中水平-1.6158.3980014@180855-1.6158.3980014@180855跨中豎直-4.4-35.5580014@18085511.0-81.1980014@180855直壁板7-67邊-61.775.4580012@1259053.0-2.5680014@1808556邊-84.7213.19104414@120128311.4-87.8680014@180855上邊-3.7-1.6980014@1808550.0-12.6580014@180855下邊-64.635.3680014@18085522.5-79.4980014@180855跨中水平32.525.5580014@18085525.376.2980014@180855跨中豎直-0.3-10.03180014@18085525.913.7680014@180855直壁板8-68邊-41.1122.6980014@1808556邊-57.296.6580012@125905上邊-4.4-1.5980014@180855下邊-86.2-163.8980012@125905跨中水平-10.097.0980014@180855跨中豎直12.5-54.2980014@180855直壁板9-79邊-35.671.3580014@18085532.823.0580014@1808557邊-63.180.3580012@1259052.9-2.1680014@180855上邊-1.412.6980014@1808553.66.3680014@180855下邊-2.1-7.8680014@18085516.8-64.3980014@180855跨中水平-23.789.7580014@18085514.49.8980014@180855跨中豎直-5.45.2980014@1808552.2-45.7580014@180855直壁板1-101邊-40.976.1580014@180855-38.468.4580014@18085510邊-31.632.6580014@180855-1.777.83480014@180855上邊8.9-22.63680014@1808558.9-22.63680014@180855下邊-25.114.9680014@18085550.0-121.6980014@180855跨中水平-7.045.3580014@18085512.544.1580014@180855跨中豎直16.0-45.5580014@18085516.0-45.5580014@180855直壁板13-413邊17.240.1980014@1808554邊25.266.1980014@180855上邊8.4-53.72080014@180855下邊41.7-127.6580014@180855跨中水平-6.147.5980014@180855跨中豎直-8.6-106.5980014@180855直壁板8-98邊-68.378.1982612@1259059邊-63.934.1972010@100785上邊-4.5-7.7970012@150754下邊-89.9-128.5584212@120942跨中水平-26.044.9570012@150754跨中豎直-20.9-75.5570012@150754直壁板16-816邊-52.693.1980012@1259058邊-38.173.7980014@180855上邊3.816.1680014@180855下邊-93.9-145.2980012@125905跨中水平7.670.3980014@180855跨中豎直-16.2-69.93880014@180855直壁板17-917邊-47.088.4580014@18085526.7-1.3980014@1808559邊-39.062.3580014@18085535.2152.5980014@180855上邊-1.625.6980014@1808553.811.6680014@180855下邊-9.528.5680014@18085511.5-65.1980014@180855跨中水平-19.596.6580014@1808557.881.2680014@180855跨中豎直-4.32.0980014@1808556.814.1680014@180855直壁板10-1310邊-22.758.4970012@15075413邊-1.6144.7970012@150754上邊16.0-89.4970012@150754下邊-54.9-173.1970012@150754跨中水平7.230.4970012@150754跨中豎直4.4-110.13670012@150754直壁板16-1716邊66.550.8977012@12590517邊-65.939.7574910@100785上邊-4.5-5.2970012@150754下邊-85.9-48.1680412@120942跨中水平0.077.8970012@150754跨中豎直-20.3-43.6970012@150754直壁板18-1618邊-46.032.9980014@18085516邊-49.194.3980014@180855上邊3.818.3680014@180855下邊-93.6-146.0980012@125905跨中水平6.574.0980014@180855跨中豎直8.5-53.3980014@180855直壁板19-1719邊-38.962.2580014@18085535.3150.6980014@18085517邊-47.188.8580014@18085526.6-1.8980014@180855上邊-1.725.6980014@1808553.811.9680014@180855下邊-9.628.7680014@18085510.6-56.7980014@180855跨中水平-19.597.1580014@1808557.881.1680014@180855跨中豎直-4.31.8980014@1808556.814.4680014@180855直壁板10-2010邊-36.229.6980014@180855-4.179.13480014@18085520邊-48.483.4980014@180855-44.374.4980014@180855上邊14.2-26.93680014@18085514.2-26.93680014@180855下邊-32.318.9680014@18085562.2-139.4980014@180855跨中水平6.047.7580014@18085515.242.2980014@180855跨中豎直23.2-58.6980014@18085523.2-58.6980014@180855直壁板23-1323邊30.575.4980014@18085513邊22.417.8980014@180855上邊3.7-55.92080014@180855下邊50.8-96.1680014@180855跨中水平-7.052.0980014@180855跨中豎直-11.8-103.0980014@180855直壁板18-1918邊65.863.5978012@12590519邊63.934.0971910@100785上邊4.5-8.2970012@150754下邊89.8-128.0584212@120942跨中水平26.045.4570012@150754跨中豎直20.9-75.3570012@150754直壁板25-1825邊-57.495.7580012@12590518邊-40.6123.5980014@180855上邊-3.010.5980014@180855下邊-85.3-162.4980012@125905跨中水平-9.398.6980014@180855跨中豎直12.4-51.9980014@180855直壁板26-1926邊-63.080.2580012@1259052.7-2.1580014@18085519邊-35.771.7580014@18085532.821.6580014@180855上邊-1.412.5980014@1808553.65.8680014@180855下邊-2.1-8.7680014@18085516.7-63.0980014@180855跨中水平-23.789.5580014@18085514.49.4980014@180855跨中豎直-5.44.9980014@1808552.2-44.9580014@180855直壁板20-2320邊-49.881.7980014@180855-45.876.4580014@18085523邊-44.237.2980014@180855-8.3213.3980014@180855上邊3.625.6680014@18085542.5-52.73680014@180855下邊-32.015.4680014@18085556.3-143.2980014@180855跨中水平3.084.9680014@18085517.350.6980014@180855跨中豎直27.1-64.2980014@18085527.1-64.2980014@180855直壁板23-2523邊-5.7263.3980014@180855-5.7263.3980014@18085525邊-28.8278.9980012@125905-28.8278.9980012@125905上邊-0.361.7980014@18085517.4-29.4980014@180855下邊38.1-92.8980014@18085538.1-92.8980014@180855跨中水平-1.5164.4980014@180855-1.5164.4980014@180855跨中豎直-3.1-33.4680014@18085512.9-101.5580014@180855直壁板25-2625邊-85.0208.59104014@125123211.2-83.8680014@18085526邊-61.475.8580012@1259053.2-2.8680014@180855上邊-3.7-1.5980014@1808550.0-12.6580014@180855下邊-64.636.0680014@18085522.5-80.0980014@180855跨中水平32.527.1580014@18085525.675.4980014@180855跨中豎直-0.3-10.22380014@18085525.613.8680014@180855七、裂縫寬度計算位置水池內(nèi)側(cè)水池外側(cè)內(nèi)力準永久組合值裂縫寬度(mm)內(nèi)力準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6-8-9-76-8邊-13.5-123.470.0135.1110.620.198-9邊-11.184.520.0367.8-17.070.199-7邊-4.18.120.0216.4-30.670.047-6邊-48.494.120.1925.1-13.270.08跨中x方向-12.858.620.08-10.362.220.03跨中y方向-40.578.620.18底板1-10-13-41-10邊-12.449.920.0840.0-37.670.1210-13邊71.6-36.070.1913-4邊12.159.820.0363.4-86.670.174-1邊-18.563.320.1138.9-38.070.11跨中x方向-28.2-71.070.066.516.770.03跨中y方向-38.2-40.270.119.740.320.06底板8-16-17-98-16邊-12.5-32.770.0324.121.920.0916-17邊-27.878.220.1456.2-33.870.1817-9邊-7.846.920.0212.6-31.070.039-8邊-22.674.070.1368.3-32.470.19跨中x方向-11.1-24.670.03-4.138.920.01跨中y方向-12.349.570.08-4.493.920.03底板4-13-23-25-18-16-8-64-13邊82.1-99.270.2013-23邊83.2-81.570.2023-25邊33.3-42.870.0925-18邊-10.244.420.0750.2-90.670.1318-16邊49.7-74.370.1316-8邊57.3-83.070.158-6邊48.1-86.270.126-4邊6.360.720.0229.7-41.570.08跨中x方向-38.8-80.670.0918.0-77.170.02跨中y方向-15.2-35.470.032.936.320.01底板16-18-19-1716-18邊-12.0-30.170.0322.117.520.0818-19邊-20.288.020.1368.9-32.670.1919-17邊-7.847.120.0212.6-30.970.0317-16邊-26.374.920.1455.1-33.970.17跨中x方向-11.2-24.470.03-3.839.020.01跨中y方向-11.549.170.07-4.693.620.03底板10-20-23-1310-20邊-14.256.620.0946.2-36.070.1420-23邊-15.661.920.1043.6-40.070.1323-13邊80.8-81.870.1913-10邊74.1-34.970.19跨中x方向-24.218.670.098.315.670.04跨中y方向-26.420.870.109.036.720.06底板18-25-26-1918-25邊-13.8-120.470.0134.4105.320.1925-26邊-48.594.320.1925.0-13.670.0826-19邊-4.18.220.0216.3-30.370.0419-18邊-11.384.920.0367.8-17.270.19跨中x方向-12.957.620.08-10.459.920.03跨中y方向-40.378.320.18頂板1-10-11-21-10邊2.67.020.0810-11邊3.210.170.0911-2邊0.6-4.320.01-0.922.970.052-1邊2.17.420.06跨中x方向1.011.720.04跨中y方向1.08.570.04頂板2-11-12-32-11邊0.1-21.770.00-0.510.060.0311-12邊4.95.370.0712-3邊0.1-21.270.00-0.541.370.033-2邊2.418.420.06跨中x方向1.120.120.05跨中y方向1.76.720.05-0.65.550.02頂板3-12-13-43-12邊0.551.270.03-1.213.570.0512-13邊2.616.570.0913-4邊2.664.570.114-3邊1.92.260.05跨中x方向0.652.270.03-0.654.670.03跨中y方向0.915.370.04頂板4-13-14-54-13邊3.561.570.0813-14邊0.314.020.01-1.026.770.0614-5邊0.765.570.045-4邊2.29.470.07跨中x方向1.364.070.05跨中y方向0.99.950.04-0.218.870.01頂板5-14-15-8-65-14邊1.660.370.0714-15邊0.616.420.04-0.842.970.0315-8邊4.280.170.168-6邊3.774.470.116-5邊0.8-105.120.01-0.7155.470.17跨中x方向0.448.770.03-0.953.070.04跨中y方向0.339.970.02-0.456.670.03頂板13-23-24-1413-23邊4.454.270.0923-24邊2.210.370.0724-14邊1.433.820.0814-13邊0.331.670.02-1.323.870.06跨中x方向1.656.270.05跨中y方向0.911.550.04-0.313.960.01頂板14-24-25-18-16-1514-24邊1.945.570.1124-25邊0.18.650.01-0.381.970.0425-18邊4.466.570.1318-16邊4.777.270.1416-15邊3.377.170.1115-14邊1.915.070.07-0.214.620.01跨中x方向0.642.070.03-1.361.370.05跨中y方向0.716.020.04-0.535.770.02頂板10-20-21-1110-20邊4.711.720.0720-21邊3.6-2.460.0821-11邊1.321.070.06-0.919.070.0511-10邊4.013.270.06跨中x方向1.514.820.06-1.21.960.03跨中y方向1.52.320.04頂板11-21-23-1311-21邊0.816.020.04-0.322.370.0121-23邊3.916.520.0723-13邊4.356.070.0613-11邊5.410.970.07跨中x方向1.611.520.06跨中y方向1.416.570.06-0.724.970.02直壁板4-14邊-28.028.820.13-1.1157.270.041邊-30.051.420.16上邊2.321.570.018.3-15.960.03下邊-22.76.820.0932.1-86.670.10跨中水平2.177.670.0210.036.520.07跨中豎直15.8-36.320.05直壁板6-46邊-19.5224.370.20-19.5224.370.204邊-3.4163.970.05-3.4163.970.05上邊-1.049.670.015.023.370.04下邊28.0-68.470.09跨中水平-2.7121.270.03-2.7121.270.03跨中豎直-3.4-27.320.003.6-20.450.01直壁板7-67邊-47.458.020.182.0-2.370.016邊-65.3165.670.198.2-66.520.01上邊-2.8-1.420.01下邊-46.921.970.2017.3-65.570.04跨中水平19.959.870.12跨中豎直19.29.570.08直壁板8-68邊-31.286.470.196邊-44.074.320.18上邊-3.3-1.170.01下邊-65.0-121.770.17跨中水平-7.874.470.03跨中豎直10.3-40.470.02直壁板9-79邊-21.093.870.1525.317.720.117邊-48.661.820.191.8-1.470.01上邊-0.4-0.660.002.85.120.01下邊2.524.470.0112.8-49.970.03跨中水平-18.369.020.1211.18.070.05跨中豎直-4.23.970.021.7-35.120.00直壁板1-101邊-31.458.620.1710邊-24.325.120.110.158.650.01上邊1.813.070.012.6-4.960.01下邊-15.3-1.020.0730.8-50.570.11跨中水平-5.434.820.029.633.920.06跨中豎直12.3-35.020.04直壁板13-413邊12.936.570.084邊18.053.720.11上邊3.4-22.520.00下邊32.1-109.370.08跨中水平-5.327.670.04跨中豎直-6.6-67.770.01直壁板8-98邊-50.553.070.199邊-49.226.670.19上邊-3.4-6.270.01下邊-69.1-98.920.19跨中水平-20.034.620.12跨中豎直15.3-39.870.06直壁板16-816邊-39.465.370.168邊-29.556.670.16上邊2.812.320.02下邊-70.6-107.370.20跨中水平-9.513.520.05跨中豎直6.4-40.170.01直壁板17-917邊-36.268.020.1920.4-0.670.099邊-30.047.920.1527.1117.570.20上邊-2.42.170.012.99.320.02下邊-4.623.770.048.0-43.570.01跨中水平-15.074.320.1212.318.020.06跨中豎直-3.31.570.015.49.570.03直壁板10-1310邊-18.046.470.1213邊-15.55.070.07上邊8.5-34.820.03下邊-39.7-86.220.15跨中水平5.425.570.04跨中豎直1.2-80