清水池及沉淀池水池計算書

-水池計算書項目名稱__工程名稱__________設(shè)計_____________校對_____________審核_____________計算時間2024年3月12日（星期二）9:00一、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):-10.00 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: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 頂板活荷載:4.0kN/m2 雪荷載分區(qū):I區(qū) 基本雪壓:0.00kN/m2 上人水池頂蓋:是 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1-3-4-2-125035350.100頂板3-5-6-4-325035350.100底板1-3-4-2-13303535-2.500底板3-5-6-4-33303535-2.500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2-12502503535-2.5000.100直壁板1-32502503535-2.5000.100直壁板4-22502503535-2.5000.100直壁板3-425025035--2.5000.100直壁板3-52502503535-2.5000.100直壁板6-42502503535-2.5000.100直壁板5-62502503535-2.5000.100 4.土層信息 4.1巖土性能參數(shù)表層號巖土名稱重度g(kN/m3)壓縮模量Es(MPa)承載力fak(kPa)修正系數(shù)hb修正系數(shù)hd調(diào)整系數(shù)xa1a強風(fēng)化巖25152001.01.01.0 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)ZK010.000.00 ZK01層號巖土名稱層厚(m)層底埋深(m)層底標高(m)1a強風(fēng)化巖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：是 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.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10.286.120.0013.370.000.000.000.0029.77水池容積(m3)42.30土方量(m3)88.18三、荷載計算 1.結(jié)構(gòu)自重及覆土重 結(jié)構(gòu)自重:744.34kN 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）:292.95kN 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)1-3-4-2-1第1層2.3523.503-5-6-4-3第1層2.3523.50 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)1-3-4-2-10.100.000.003-5-6-4-30.100.000.00 4.池外土側(cè)壓力標高(m)池外土側(cè)壓力(kN/m2)-2.5015.00 5.頂板活載頂板編號頂板活載(kN/m2)注1-3-4-2-14.00采用活荷載3-5-6-4-34.00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(cè)壓力 R=(45-0.5×30.00)×p/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:0.16kN/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(cè)右側(cè)1-20.160.25-0.433-10.160.25-0.434-20.160.25-0.433-40.160.250.25-5-30.160.25-0.436-40.160.25-0.435-60.160.25-0.43 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(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 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(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=200.0kPa faE=200.0kPa 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 =(744.34kN+292.95kN+423.00kN+0.00kN+0.00kN+98.00kN)/30.13m2 =52kPa<fa=200kPa 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 =(744.34kN+292.95kN+423.00kN+0.00kN+0.5×0.00kN+0.5×98.00kN)/30.13m2 =50kPa<faE=200kPa 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 =(744.34kN+292.95kN+423.00kN+0.00kN+0.5×0.00kN+0.5×98.00kN)/30.13m2+39.26kN.m/20.59m3 =52kPa<1.2faE=240kPa 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 =(744.34kN+292.95kN+423.00kN+0.00kN+0.5×0.00kN+0.5×98.00kN)/30.13m2-39.26kN.m/20.59m3 =48kPa>0 滿足要求 水池沉降值:6.0mm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1-3-4-21-3邊-1.419.2666012@15075411.5-27.3966012@1507543-4邊20.9-28.3966012@15075420.9-28.3966012@1507544-2邊-1.419.2666012@15075411.5-27.3966012@1507542-1邊-1.8-9.3566012@15075412.1-26.1966012@150754跨中x方向-8.5-7.5966012@150754-8.5-7.5966012@150754跨中y方向-9.3-21.33466012@1507540.00.015366012@150754底板3-5-6-43-5邊-1.419.2666012@15075411.5-27.3966012@1507545-6邊-1.8-9.3566012@15075412.1-26.1966012@1507546-4邊-1.419.2666012@15075411.5-27.3966012@1507544-3邊20.9-28.3966012@15075420.9-28.3966012@150754跨中x方向-8.5-7.5966012@150754-8.5-7.5966012@150754跨中y方向-9.3-21.33466012@1507540.00.015366012@150754頂板1-3-4-21-3邊0.44.765008@100503-4.3-9.8405008@1005033-4邊0.121.91355008@100503-6.70.995008@1005034-2邊0.44.765008@100503-4.3-9.8405008@1005032-1邊0.4-8.655008@100503-3.8-8.9405008@100503跨中x方向1.83.855008@100503-0.2-6.9335008@100503跨中y方向2.24.055008@100503-0.1-3.1155008@100503頂板3-5-6-43-5邊0.44.765008@100503-4.3-9.8405008@1005035-6邊0.4-8.655008@100503-3.8-8.9405008@1005036-4邊0.44.765008@100503-4.3-9.8405008@1005034-3邊0.121.91355008@100503-6.70.995008@100503跨中x方向1.83.855008@100503-0.2-6.9335008@100503跨中y方向2.24.055008@100503-0.1-3.1155008@100503直壁板2-12邊-6.522.555008@1005033.2-10.6155008@1005031邊-6.522.555008@1005033.2-10.6155008@100503上邊-0.2-11.065008@1005033.1-16.5405008@100503下邊2.737.995008@1005039.2-33.695008@100503跨中水平-1.3-8.7335008@1005032.916.055008@100503跨中豎直-1.9-21.9225008@1005032.9-19.455008@100503直壁板1-31邊-6.522.455008@1005032.9-9.5325008@1005033邊-5.68.455008@1005032.7-9.6335008@100503上邊-0.4-5.565008@1005033.2-14.8405008@100503下邊-1.2-12.265008@1005038.7-37.095008@100503跨中水平-1.4-9.5335008@1005032.812.455008@100503跨中豎直-1.9-22.1405008@1005032.9-16.655008@100503直壁板4-24邊-5.68.455008@1005032.7-9.6335008@1005032邊-6.522.355008@1005032.9-9.5325008@100503上邊-0.4-5.565008@1005033.2-14.7405008@100503下邊-1.2-12.265008@1005038.7-37.095008@100503跨中水平-1.4-9.5335008@1005032.812.455008@100503跨中豎直-2.0-18.7395008@1005032.9-16.655008@100503直壁板3-43邊-3.92.0835008@1005034邊3.92.1825008@100503上邊1.7-36.3825008@100503下邊4.6-83.0835008@100503跨中水平-0.027.455008@100503跨中豎直1.7-55.1835008@100503直壁板3-53邊-5.68.455008@1005032.7-9.6335008@1005035邊-6.522.355008@1005032.9-9.5325008@100503上邊-0.4-5.565008@1005033.2-14.7405008@100503下邊-1.2-12.265008@1005038.7-37.095008@100503跨中水平-1.4-9.5335008@1005032.812.455008@100503跨中豎直-2.0-18.7395008@1005032.9-16.655008@100503直壁板6-46邊-6.522.455008@1005032.9-9.5325008@1005034邊-5.68.455008@1005032.7-9.6335008@100503上邊-0.4-5.565008@1005033.2-14.8405008@100503下邊-1.2-12.265008@1005038.7-37.095008@100503跨中水平-1.4-9.5335008@1005032.812.455008@100503跨中豎直-1.9-22.1405008@1005032.9-16.655008@100503直壁板5-65邊-6.522.555008@1005033.2-10.6155008@1005036邊-6.522.555008@1005033.2-10.6155008@100503上邊-0.2-11.065008@1005033.1-16.5405008@100503下邊2.737.995008@1005039.2-33.695008@100503跨中水平-1.3-8.7335008@1005032.916.055008@100503跨中豎直-1.9-21.9225008@1005033.3-32.7825008@100503七、抗裂度驗算位置水池內(nèi)側(cè)水池外側(cè)內(nèi)力標準組合抗裂度(MPa)內(nèi)力標準組合抗裂度(MPa)Mk(kN·m/m)Nk(kN/m)組合Mk(kN·m/m)Nk(kN/m)組合底板1-3-4-21-3邊0.814.620.070.814.620.073-4邊4-2邊0.814.620.070.814.620.072-1邊1.313.920.081.313.920.08跨中x方向跨中y方向底板3-5-6-43-5邊0.814.620.070.814.620.075-6邊1.313.920.081.313.920.086-4邊0.814.620.070.814.620.074-3邊跨中x方向跨中y方向頂板1-3-4-21-3邊0.23.020.023-4邊0.915.760.114-2邊0.23.020.022-1邊跨中x方向跨中y方向頂板3-5-6-43-5邊0.23.020.025-6邊6-4邊0.23.020.024-3邊0.915.760.11跨中x方向跨中y方向直壁板2-12邊0.11.260.010.11.260.011邊0.11.260.010.11.260.01上邊下邊2.129.170.222.129.170.22跨中水平-0.44.770.04-0.44.770.04跨中豎直直壁板1-31邊0.11.160.010.11.160.013邊-0.810.070.08-0.810.070.08上邊下邊跨中水平跨中豎直直壁板4-24邊-0.810.070.08-0.810.070.082邊0.11.160.010.11.160.01上邊下邊跨中水平跨中豎直直壁板3-43邊0.027.420.114邊0.027.420.11上邊下邊-0.05.830.02跨中水平-0.021.120.08跨中豎直直壁板3-53邊-0.810.070.08-0.810.070.085邊0.11.160.010.11.160.01上邊下邊跨中水平跨中豎直直壁板6-46邊0.11.160.010.11.160.014邊-0.810.070.08-0.810.070.08上邊下邊跨中水平跨中豎直直壁板5-65邊0.11.260.0