污水處理廠一期二階段工程結構計算書(反硝化濾池)

-PAGE1-污水處理廠一期二階段工程結構計算書(反硝化濾池)一、設計依據(jù) 《給水排水工程鋼筋混凝土水池結構設計規(guī)程》CECS138:2002 《給水排水工程構筑物結構設計規(guī)范》GB50069-2002 《室外給水排水和燃氣熱力工程抗震設計規(guī)范》GB50032-2003 《給水排水工程結構設計手冊》(第二版).沈世杰主編.中國建筑工業(yè)出版社，2007 《混凝土結構設計規(guī)范》GB50010-2010(2015年版) 《建筑抗震設計規(guī)范》GB50011-2010(2016年版) 《土木工程特種結構》馬芹永主編.高等教育出版社，2005.07二、設計資料 1.總體信息 池外設計地面標高:0.00 地下水位標高(m):-10.00 水池類型:有蓋水池 水池混凝土等級:C40 水池鋼筋等級:HRB400 抗震設防烈度:7度(0.10g) 結構重要性系數(shù):1.10 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:1200mm 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:5.0kN/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:10.8kN/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)側保護層厚度(mm)池外側保護層厚度(mm)板頂部標高頂板2-7-8-3-240035357.050頂板3-8-9-4-340035357.050頂板1-5-7-2-140035357.050底板2-7-8-3-2120035350.000底板3-8-9-4-3120035350.000底板1-5-7-2-1120035350.000壁板位置頂部板厚(mm)底部板厚(mm)池內(nèi)側保護層厚度(mm)池外側保護層厚度(mm)壁板頂標高(m)壁板底標高(m)2-160060035357.0500.0003-260060035357.0500.0004-360060035357.0500.0001-560060035357.0500.0002-760060035-7.0500.0003-860060035-7.0500.0009-460060035357.0500.0005-71000100035357.0500.0007-81000100035357.0500.0008-91000100035357.0500.000 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)a1a土層名稱25151001.01.01.0 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)ZK010.000.00112.000.00224.000.00336.000.00445.0040.00512.0040.00624.0040.00736.0040.00845.000.0090.0040.00 ZK01層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 1層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 2層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 3層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 4層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 5層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 6層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 7層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 8層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 9層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a土層名稱50.0050.00-50.00 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 6.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265.6861.780.00322.390.000.000.000.00649.85水池容積(m3)697.95土方量(m3)278.64三、荷載計算 1.結構自重及覆土重 結構自重:16246.20kN 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）:0.00kN 2.池內(nèi)水壓底板編號最大水深(m)水壓(kN/m2)1-5-7-2-16.6571.822-7-8-3-26.6571.823-8-9-4-36.6571.82 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)1-5-7-2-17.050.000.002-7-8-3-27.050.000.003-8-9-4-37.050.000.00 4.池外土側壓力 池外土側壓力:0 5.頂板活載頂板編號頂板活載(kN/m2)注1-5-7-2-15.00采用活荷載2-7-8-3-25.00采用活荷載3-8-9-4-35.00采用活荷載 6.池外水壓力 頂板:0.00kN/m2 壁板上端:0.00kN/m2 壁板下端:0.00kN/m2 底板:0.00kN/m2 7.堆積荷載引起側壓力 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:1.32kN/m2 壁板壁板編號自重慣性力(kN/m2)池內(nèi)動水壓力(kN/m2)池外動土壓力(kN/m2)左側右側2-11.981.56-0.003-21.981.56-0.004-31.981.56-0.001-51.982.22-0.002-71.981.402.22-3-81.981.401.40-9-41.981.40-0.005-63.301.56-0.006-73.301.56-0.007-83.301.56-0.008-93.301.56-0.00 9.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構自重池內(nèi)水壓力覆土豎向土壓力土側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11.301.270.000.000.000.000.001.500.000.000.001.300.0021.001.270.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001.300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051.301.270.000.000.000.000.000.000.000.000.001.301.5061.001.270.000.000.000.000.000.000.000.000.001.001.5071.301.000.000.000.000.000.000.000.000.000.001.301.5081.001.000.000.000.000.000.000.000.000.000.001.001.5091.301.301.301.300.651.301.300.981.300.000.001.300.65101.301.301.301.300.651.301.300.98-1.300.000.001.300.65111.301.301.301.300.651.301.300.980.001.300.001.300.65121.301.301.301.300.651.301.300.980.00-1.300.001.300.65131.301.301.301.300.651.301.300.980.000.001.301.300.65141.301.301.301.300.651.301.300.980.000.00-1.301.300.65151.301.301.301.300.651.301.300.981.300.000.501.300.65161.301.301.301.300.651.301.300.98-1.300.000.501.300.65171.301.301.301.300.651.301.300.981.300.00-0.501.300.65181.301.301.301.300.651.301.300.98-1.300.00-0.501.300.65191.301.301.301.300.651.301.300.980.001.300.501.300.65201.301.301.301.300.651.301.300.980.00-1.300.501.300.65211.301.301.301.300.651.301.300.980.001.30-0.501.300.65221.301.301.301.300.651.301.300.980.00-1.30-0.501.300.65231.001.001.001.000.501.001.000.981.300.000.001.000.50241.001.001.001.000.501.001.000.98-1.300.000.001.000.50251.001.001.001.000.501.001.000.980.001.300.001.000.50261.001.001.001.000.501.001.000.980.00-1.300.001.000.50271.001.001.001.000.501.001.000.980.000.001.301.000.50281.001.001.001.000.501.001.000.980.000.00-1.301.000.50291.001.001.001.000.501.001.000.981.300.000.501.000.50301.001.001.001.000.501.001.000.98-1.300.000.501.000.50311.001.001.001.000.501.001.000.981.300.00-0.501.000.50321.001.001.001.000.501.001.000.98-1.300.00-0.501.000.50331.001.001.001.000.501.001.000.980.001.300.501.000.50341.001.001.001.000.501.001.000.980.00-1.300.501.000.50351.001.001.001.000.501.001.000.980.001.30-0.501.000.50361.001.001.001.000.501.001.000.980.00-1.30-0.501.000.50371.301.301.301.300.651.301.300.001.300.000.001.300.65381.301.301.301.300.651.301.300.00-1.300.000.001.300.65391.301.301.301.300.651.301.300.000.001.300.001.300.65401.301.301.301.300.651.301.300.000.00-1.300.001.300.65411.301.301.301.300.651.301.300.000.000.001.301.300.65421.301.301.301.300.651.301.300.000.000.00-1.301.300.65431.301.301.301.300.651.301.300.001.300.000.501.300.65441.301.301.301.300.651.301.300.00-1.300.000.501.300.65451.301.301.301.300.651.301.300.001.300.00-0.501.300.65461.301.301.301.300.651.301.300.00-1.300.00-0.501.300.65471.301.301.301.300.651.301.300.000.001.300.501.300.65481.301.301.301.300.651.301.300.000.00-1.300.501.300.65491.301.301.301.300.651.301.300.000.001.30-0.501.300.65501.301.301.301.300.651.301.300.000.00-1.30-0.501.300.65511.001.001.001.000.501.001.000.001.300.000.001.000.50521.001.001.001.000.501.001.000.00-1.300.000.001.000.50531.001.001.001.000.501.001.000.000.001.300.001.000.50541.001.001.001.000.501.001.000.000.00-1.300.001.000.50551.001.001.001.000.501.001.000.000.000.001.301.000.50561.001.001.001.000.501.001.000.000.000.00-1.301.000.50571.001.001.001.000.501.001.000.001.300.000.501.000.50581.001.001.001.000.501.001.000.00-1.300.000.501.000.50591.001.001.001.000.501.001.000.001.300.00-0.501.000.50601.001.001.001.000.501.001.000.00-1.300.00-0.501.000.50611.001.001.001.000.501.001.000.000.001.300.501.000.50621.001.001.001.000.501.001.000.000.00-1.300.501.000.50631.001.001.001.000.501.001.000.000.001.30-0.501.000.50641.001.001.001.000.501.001.000.000.00-1.30-0.501.000.50651.300.001.301.300.651.301.300.981.300.000.001.300.65661.300.001.301.300.651.301.300.98-1.300.000.001.300.65671.300.001.301.300.651.301.300.980.001.300.001.300.65681.300.001.301.300.651.301.300.980.00-1.300.001.300.65691.300.001.301.300.651.301.300.980.000.001.301.300.65701.300.001.301.300.651.301.300.980.000.00-1.301.300.65711.300.001.301.300.651.301.300.981.300.000.501.300.65721.300.001.301.300.651.301.300.98-1.300.000.501.300.65731.300.001.301.300.651.301.300.981.300.00-0.501.300.65741.300.001.301.300.651.301.300.98-1.300.00-0.501.300.65751.300.001.301.300.651.301.300.980.001.300.501.300.65761.300.001.301.300.651.301.300.980.00-1.300.501.300.65771.300.001.301.300.651.301.300.980.001.30-0.501.300.65781.300.001.301.300.651.301.300.980.00-1.30-0.501.300.65791.000.001.001.000.501.001.000.981.300.000.001.000.50801.000.001.001.000.501.001.000.98-1.300.000.001.000.50811.000.001.001.000.501.001.000.980.001.300.001.000.50821.000.001.001.000.501.001.000.980.00-1.300.001.000.50831.000.001.001.000.501.001.000.980.000.001.301.000.50841.000.001.001.000.501.001.000.980.000.00-1.301.000.50851.000.001.001.000.501.001.000.981.300.000.501.000.50861.000.001.001.000.501.001.000.98-1.300.000.501.000.50871.000.001.001.000.501.001.000.981.300.00-0.501.000.50881.000.001.001.000.501.001.000.98-1.300.00-0.501.000.50891.000.001.001.000.501.001.000.980.001.300.501.000.50901.000.001.001.000.501.001.000.980.00-1.300.501.000.50911.000.001.001.000.501.001.000.980.001.30-0.501.000.50921.000.001.001.000.501.001.000.980.00-1.30-0.501.000.50931.300.001.301.300.651.301.300.001.300.000.001.300.65941.300.001.301.300.651.301.300.00-1.300.000.001.300.65951.300.001.301.300.651.301.300.000.001.300.001.300.65961.300.001.301.300.651.301.300.000.00-1.300.001.300.65971.300.001.301.300.651.301.300.000.000.001.301.300.65981.300.001.301.300.651.301.300.000.000.00-1.301.300.65991.300.001.301.300.651.301.300.001.300.000.501.300.651001.300.001.301.300.651.301.300.00-1.300.000.501.300.651011.300.001.301.300.651.301.300.001.300.00-0.501.300.651021.300.001.301.300.651.301.300.00-1.300.00-0.501.300.651031.300.001.301.300.651.301.300.000.001.300.501.300.651041.300.001.301.300.651.301.300.000.00-1.300.501.300.651051.300.001.301.300.651.301.300.000.001.30-0.501.300.651061.300.001.301.300.651.301.300.000.00-1.30-0.501.300.651071.000.001.001.000.501.001.000.001.300.000.001.000.501081.000.001.001.000.501.001.000.00-1.300.000.001.000.501091.000.001.001.000.501.001.000.000.001.300.001.000.501101.000.001.001.000.501.001.000.000.00-1.300.001.000.501111.000.001.001.000.501.001.000.000.000.001.301.000.501121.000.001.001.000.501.001.000.000.000.00-1.301.000.501131.000.001.001.000.501.001.000.001.300.000.501.000.501141.000.001.001.000.501.001.000.00-1.300.000.501.000.501151.000.001.001.000.501.001.000.001.300.00-0.501.000.501161.000.001.001.000.501.001.000.00-1.300.00-0.501.000.501171.000.001.001.000.501.001.000.000.001.300.501.000.501181.000.001.001.000.501.001.000.000.00-1.300.501.000.501191.000.001.001.000.501.001.000.000.001.30-0.501.000.501201.000.001.001.000.501.001.000.000.00-1.30-0.501.000.50 10.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構自重池內(nèi)水壓力覆土豎向土壓力土側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11.001.000.000.000.000.000.000.000.000.000.001.000.0021.001.000.000.000.000.000.001.000.000.000.001.000.00 11.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構自重池內(nèi)水壓力覆土豎向土壓力土側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11.001.000.000.000.000.000.000.000.000.000.001.000.0021.001.000.000.000.000.000.001.000.000.000.001.000.00四、地基承載力及沉降計算 fa=120.0kPa faE=120.0kPa 基底控制壓力: pk=(結構自重+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 =(16246.20kN+7110.18kN+0.00kN+0.00kN+772.20kN)/221.40m2 =109kPa<fa=120kPa 滿足要求 pk=(結構自重+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 =(16246.20kN+7110.18kN+0.00kN+0.5×0.00kN+0.5×772.20kN)/221.40m2 =107kPa<faE=120kPa 滿足要求 pkmax=(結構自重+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+y向水平地震彎矩/y向抗彎截面模量 =(16246.20kN+7110.18kN+0.00kN+0.5×0.00kN+0.5×772.20kN)/221.40m2+7246.93kN.m/332.10m3 =129kPa<1.2faE=144kPa 滿足要求 pkmin=(結構自重+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-y向水平地震彎矩/y向抗彎截面模量 =(16246.20kN+7110.18kN+0.00kN+0.5×0.00kN+0.5×772.20kN)/221.40m2-7246.93kN.m/332.10m3 =85kPa>0 滿足要求 水池沉降值:29.0mm五、抗浮驗算原反硝化池區(qū)域采用抗浮錨桿，單根錨桿豎向抗拔力特征值N≥250kN，間距為1.70mX1.70m?？垢∷?60.000m，底板底標高為448.950m。頂板覆土2m，箱體頂板厚度400mm，操作層板厚度200mm，筏板厚度1000mm。單位面積箱體自重：G1=（1+0.4+0.2）X25=40KN/m2單位面積頂板覆土重：G2=2X16=32KN/m2單位面積錨桿提供的抗拔力：F=250/（1.7X1.7）=86.5KN/m2單位面積浮力：N=（460-448.95）X10=110.5KN/m2K=(G1+G2+F)/N=(40+32+86.5)/135=1.43滿足要求。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)側和外側，取兩側結果最大值作為最終配筋方案，按兩側對稱配置，此時池外側表格用橫杠表示。 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)側水池外側內(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組合頂板2-7-8-3-22-7邊-25.366.84985514@180855-25.366.84985514@1808557-8邊1.36.7685514@180855-17.11.95085514@1808558-3邊-23.628.55085514@180855-23.628.55085514@1808553-2邊2.5-12.35085514@180855-12.3-5.210585514@180855跨中x方向4.862.64585514@180855-7.060.44585514@180855跨中y方向6.0-1.55085514@180855-0.811.6685514@180855頂板3-8-9-4-33-8邊-25.3-15.75085514@180855-25.3-15.75085514@1808558-9邊0.5-3.2685514@180855-18.12.54685514@1808559-4邊4.5-31.84585514@180855-16.3-7.99885514@1808554-3邊1.8-12.34585514@180855-12.4-8.210185514@180855跨中x方向8.529.94585514@180855-2.647.34585514@180855跨中y方向8.0-7.54585514@180855-1.4-5.810185514@180855頂板1-5-7-2-11-5邊3.8-33.64685514@180855-25.9-25.34585514@1808555-7邊1.6-47.94685514@180855-38.662.25085514@1808557-2邊-32.928.55085514@180855-32.928.55085514@1808552-1邊4.463.1585514@180855-27.2-6.55085514@180855跨中x方向8.940.44985514@180855-6.258.75085514@180855跨中y方向23.754.54985514@180855-9.259.74685514@180855底板2-7-8-3-22-7邊123.4227.650256520@1202618123.4227.650256520@12026187-8邊-23.7122.06256520@120261897.7-58.545256520@12026188-3邊57.8164.246256520@1202618168.2-66.645256520@12026183-2邊-45.2125.76256520@120261839.0-43.850256520@1202618跨中x方向-15.7199.150256520@120261819.6192.346256520@1202618跨中y方向-79.989.550256520@1202618-29.3107.06256520@1202618底板3-8-9-4-33-8邊175.818.345256520@1202618175.818.345256520@12026188-9邊21.084.850256520@1202618105.5-44.849256520@12026189-4邊-41.1146.345256520@120261861.3-29.042256520@12026184-3邊-31.6127.046256520@120261843.3-24.645256520@1202618跨中x方向-135.8101.645256520@120261815.7114.649256520@1202618跨中y方向-112.766.345256520@1202618-112.766.345256520@1202618底板1-5-7-2-11-5邊-81.7-51.346256520@120261871.8-38.045256520@12026185-7邊-47.7171.16256520@1202618139.5-37.046256520@12026187-2邊194.7-27.446256520@1202618151.1201.550256520@12026182-1邊-142.2226.649256520@120261858.9-14.450256520@1202618跨中x方向-119.6124.846256520@120261840.1200.942256520@1202618跨中y方向-250.4185.846256520@1202618-246.4174.046256520@1202618壁板2-12邊-121.972.949128316@15013403.216.8106128316@15013401邊-128.1146.446128316@15013404.99.3101128316@1501340下邊-178.0-148.349128320@200157133.4-134.6106128316@1501340上邊-14.8-26.26128316@150134026.3-51.850128316@1501340跨中水平-41.6100.046128316@150134041.369.249128316@1501340跨中豎直-42.7-140.249128316@150134069.0-97.049128316@1501340壁板3-23邊-75.570.242128316@15013401.698.845128316@15013402邊-93.139.549128316@15013400.524.659128316@1501340下邊-56.929.36128316@150134029.4-127.150128316@1501340上邊-0.315.46128316@150134010.8-25.4106128316@1501340跨中水平-24.451.249128316@150134024.769.245128316@1501340跨中豎直-1.8-56.6106128316@150134017.812.46128316@1501340壁板4-34邊-85.5119.045128316@15013402.01.2116128316@15013403邊-74.880.449128316@15013404.3-10.745128316@1501340下邊-47.6-60.16128316@150134025.5-145.445128316@1501340上邊12.5-32.8101128316@150134012.5-32.8101128316@1501340跨中水平-19.7100.445128316@150134028.085.349128316@1501340跨中豎直-1.4-61.7106128316@150134019.2-90.945128316@1501340壁板1-51邊-117.5148.246128316@15013400.5-9.6116128316@15013405邊-116.2163.346128316@1501340-116.2163.346128316@1501340下邊-42.3-254.246128316@150134038.2-110.645128316@1501340上邊23.7-58.745128316@150134023.7-58.745128316@1501340跨中水平-36.8150.646128316@150134030.8146.446128316@1501340跨中豎直-6.1-36.045128316@150134025.3-150.946128316@1501340壁板2-72邊101.9151.945128316@15013407邊87.5160.149128316@1501340下邊-103.5-262.650128316@1501340上邊-21.7-86.950128316@1501340跨中水平5.6236.642128316@1501340跨中豎直24.3-160.050128316@1501340壁板3-83邊-79.8103.846128316@15013408邊-83.4118.750128316@1501340下邊100.0-295.845128316@1501340上邊17.3-81.249128316@1501340跨中水平30.7105.350128316@1501340跨中豎直24.8-183.450128316@1501340壁板9-49邊-94.2128.649128316@15013402.62.1116128316@15013404邊-80.7116.15128316@15013401.4-0.6116128316@1501340下邊-73.6-179.645128316@150134028.1-155.346128316@1501340上邊-3.2-28.46128316@150134014.3-36.0102128316@1501340跨中水平-18.7107.445128316@150134035.2105.845128316@1501340跨中豎直-3.1-80.3102128316@150134026.1-100.745128316@1501340壁板5-75邊-126.6149.546213825@200245423.00.245213825@20024547邊-135.791.249213825@20024549.033.8105213825@2002454下邊-85.0-182.56213825@200245498.1-293.346213825@2002454上邊34.5-45.2106213825@200245434.5-45.2106213825@2002454跨中水平-41.6100.750213825@200245459.776.250213825@2002454跨中豎直111.4-181.350213825@2002454111.4-181.350213825@2002454壁板7-87邊-89.397.66213825@20024543.4158.263213825@20024548邊-70.987.06213825@20024545.6115.049213825@2002454下邊-34.8-28.66213825@200245480.2-233.949213825@2002454上邊2.025.549213825@200245414.8-33.5105213825@2002454跨中水平-28.560.745213825@200245426.485.36213825@2002454跨中豎直-1.1-90.2105213825@200245441.2-126.345213825@2002454壁板8-98邊-65.2108.745213825@20024544.260.0105213825@20024549邊-101.1125.645213825@20024546.7-2.560213825@2002454下邊-8.6-144.36213825@200245485.3-296.045213825@2002454上邊15.3-38.4101213825@200245416.3-43.046213825@2002454跨中水平-22.3110.145213825@200245430.392.545213825@2002454跨中豎直-1.0-68.0119213825@200245444.9-161.945213825@2002454七、裂縫寬度計算位置水池內(nèi)側水池外側內(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)組合頂板2-7-8-3-22-7邊16.250.220.107-8邊1.7-3.220.01-10.4-5.520.048-3邊15.327.720.083-2邊1.8-9.720.00-5.8-2.320.02跨中x方向5.3-5.420.02-4.335.120.04跨中y方向3.62.420.02-0.69.220.01頂板3-8-9-4-33-8邊16.7-13.720.078-9邊10.8-3.020.049-4邊3.0-21.420.00-8.7-4.920.044-3邊1.4-10.720.00-6.6-2.520.03跨中x方向5.518.620.04-4.8-7.420.02跨中y方向5.2-5.820