廢水池計(jì)算書(shū)

-廢水池計(jì)算書(shū)項(xiàng)目名稱(chēng)__工程名稱(chēng)__________設(shè)計(jì)_____________校對(duì)_____________審核_____________計(jì)算時(shí)間2022年9月9日（星期五）15:53一、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):-1.95 水池類(lèi)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:0.500 頂板活荷載:2.0kN/m2 雪荷載分區(qū):I區(qū) 基本雪壓:0.30kN/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(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1-16-22-7-11503535-0.600頂板7-22-30-15-71503535-0.600底板1-16-22-7-16003535-5.800底板7-22-30-15-76003535-5.800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)壁板底標(biāo)高(m)壁板頂標(biāo)高(m)直壁板75.800-0.600直壁板15-74004003535-5.800-0.600直壁板1-164004003535-5.800-0.600直壁板22-740040035--5.800-0.600直壁板30-154004003535-5.800-0.600直壁板16-224004003535-5.800-0.600直壁板22-304004003535-5.800-0.600 4.土層信息 4.1巖土性能參數(shù)表層號(hào)巖土名稱(chēng)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土層名稱(chēng)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(chēng)層厚(m)層底埋深(m)層底標(biāo)高(m)1a土層名稱(chēng)50.0050.00-50.00 5.板配筋選項(xiàng) 壁板按對(duì)稱(chēng)配筋：否 底板頂板按對(duì)稱(chēng)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 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：0.15% 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17-2(頂板)300*600梁18-3(頂板)300*600梁19-4(頂板)300*600梁20-5(頂板)300*600梁21-6(頂板)300*600梁23-8(頂板)300*600梁25-10(頂板)300*600梁27-12(頂板)300*600梁28-13(頂板)300*600梁29-14(頂板)300*600 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)123.4427.900.00139.9912.780.000.000.00304.11水池容積(m3)784.97土方量(m3)1316.74三、荷載計(jì)算 1.結(jié)構(gòu)自重及覆土重 結(jié)構(gòu)自重:7602.75kN 頂板覆土重:1533.60kN 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）:2185.95kN 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)1-16-22-7-1第1層4.3043.007-22-30-15-7第1層4.3043.00 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)1-16-22-7-1-0.600.509.007-22-30-15-7-0.600.509.00 4.池外土側(cè)壓力標(biāo)高(m)池外土側(cè)壓力(kN/m2)-0.603.60-5.8024.53 5.頂板活載頂板編號(hào)頂板活載(kN/m2)注1-16-22-7-12.00采用活荷載7-22-30-15-72.00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:38.50kN/m2 底板:44.50kN/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:0.09kN/m2 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)1-20.250.49-1.082-30.250.49-1.083-40.250.49-1.084-50.250.49-1.085-60.250.49-1.086-70.250.49-1.087-80.250.49-1.088-90.250.49-1.089-100.250.49-1.0810-110.250.49-1.0811-120.250.49-1.0812-130.250.49-1.0813-140.250.49-1.0814-150.250.49-1.0816-10.250.57-1.0822-70.250.570.57-30-150.250.57-1.0816-170.250.49-1.0817-180.250.49-1.0818-190.250.49-1.0819-200.250.49-1.0820-210.250.49-1.0821-220.250.49-1.0822-230.250.49-1.0823-240.250.49-1.0824-250.250.49-1.0825-260.250.49-1.0826-270.250.49-1.0827-280.250.49-1.0828-290.250.49-1.0829-300.250.49-1.08 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11.301.300.000.000.000.000.001.500.000.000.001.300.0021.001.300.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001.300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051.301.300.000.000.000.000.000.000.000.000.001.300.0061.001.300.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.301.301.301.301.351.351.501.350.000.000.001.301.35101.300.001.301.300.000.001.500.000.000.000.001.300.00111.000.001.301.300.000.001.500.000.000.000.001.000.00121.300.001.001.000.000.001.500.000.000.000.001.300.00131.000.001.001.000.000.001.500.000.000.000.001.000.00141.300.001.301.300.001.501.500.000.000.000.001.300.00151.000.001.301.300.001.501.500.000.000.000.001.000.00161.300.001.001.000.001.501.500.000.000.000.001.300.00171.000.001.001.000.001.501.500.000.000.000.001.000.00181.300.001.301.301.500.001.500.000.000.000.001.301.50191.000.001.301.301.500.001.500.000.000.000.001.001.50201.300.001.001.001.500.001.500.000.000.000.001.301.50211.000.001.001.001.500.001.500.000.000.000.001.001.50221.300.001.301.301.351.351.500.000.000.000.001.301.35231.000.001.301.301.351.351.500.000.000.000.001.001.35241.300.001.001.001.351.351.500.000.000.000.001.301.35251.000.001.001.001.351.351.500.000.000.000.001.001.35261.300.001.301.000.000.001.500.000.000.000.001.300.00271.000.001.301.000.000.001.500.000.000.000.001.000.00281.300.001.001.300.000.001.500.000.000.000.001.300.00291.000.001.001.300.000.001.500.000.000.000.001.000.00301.300.001.301.000.001.501.500.000.000.000.001.300.00311.000.001.301.000.001.501.500.000.000.000.001.000.00321.300.001.001.300.001.501.500.000.000.000.001.300.00331.000.001.001.300.001.501.500.000.000.000.001.000.00341.300.001.301.001.500.001.500.000.000.000.001.301.50351.000.001.301.001.500.001.500.000.000.000.001.001.50361.300.001.001.301.500.001.500.000.000.000.001.301.50371.000.001.001.301.500.001.500.000.000.000.001.001.50381.300.001.301.001.351.351.500.000.000.000.001.301.35391.000.001.301.001.351.351.500.000.000.000.001.001.35401.300.001.001.301.351.351.500.000.000.000.001.301.35411.000.001.001.301.351.351.500.000.000.000.001.001.35 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 =(7602.75kN+3719.55kN+6683.92kN+0.00kN+0.00kN+372.00kN)/202.50m2 =91kPa<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 =(7602.75kN+3719.55kN+6683.92kN+0.00kN+0.5×0.00kN+0.5×372.00kN)/202.50m2 =90kPa<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+y向水平地震彎矩/y向抗彎截面模量 =(7602.75kN+3719.55kN+6683.92kN+0.00kN+0.5×0.00kN+0.5×372.00kN)/202.50m2+906.88kN.m/273.37m3 =93kPa<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-y向水平地震彎矩/y向抗彎截面模量 =(7602.75kN+3719.55kN+6683.92kN+0.00kN+0.5×0.00kN+0.5×372.00kN)/202.50m2-906.88kN.m/273.37m3 =87kPa>0 滿足要求 水池沉降值:22.8mm五、抗浮驗(yàn)算 Ksb=SGik/(qfw,kAF)=11322.30/9011.25=1.256>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(méi)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(chēng)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1-16-22-71-16邊-1.480.2690012@125905129.1-172.6990014@150102616-22邊-34.797.7690012@125905133.4-184.5990016@180111722-7邊213.9-197.8990012@125905213.9-197.89109414@10015397-1邊-34.797.7690012@125905133.4-184.5990016@1801117跨中x方向-53.5-162.83490012@12590556.4-176.33490012@125905跨中y方向-93.5-152.93490012@12590539.5-176.53390012@125905底板7-22-30-157-22邊201.0-198.1990012@125905201.0-198.19102614@100153922-30邊-37.5101.2690012@125905136.0-185.1990016@180111730-15邊152.4-175.22290012@125905152.4-175.22290012@100113115-7邊-37.5101.2690012@125905136.0-185.1990016@1801117跨中x方向-54.7-164.73490012@12590554.5-175.32290012@125905跨中y方向-96.2-154.63490012@12590540.6-177.63390012@125905頂板1-16-17-21-16邊-19.1-35.61830010@250314-19.1-35.61853012@20056516-17邊0.8-15.3930010@250314-6.3-32.92230010@25031417-2邊6.7-28.8930010@2503146.7-28.8930010@2503142-1邊0.8-15.3930010@250314-6.3-32.92230010@250314跨中x方向-0.412.7630010@250314-3.0-38.22230010@250314跨中y方向0.66.0630010@2503141.1-18.7930010@250314頂板2-17-18-32-17邊4.9-28.11830010@250314-3.4-23.2930010@25031417-18邊-15.1-29.02230010@250314-15.1-29.0224138@12041918-3邊1.38.8530010@250314-1.5-17.92330010@2503143-2邊-15.1-29.02230010@250314-15.1-29.0224138@120419跨中x方向4.7-13.93430010@2503144.7-13.93430010@250314跨中y方向4.5-23.2930010@2503144.5-23.2930010@250314頂板3-18-19-43-18邊2.8-20.41830010@250314-2.6-8.61830010@25031418-19邊-15.6-32.72230010@250314-15.6-32.72242610@18043619-4邊0.717.0530010@250314-3.1-6.72230010@2503144-3邊-15.6-32.72230010@250314-15.6-32.72242610@180436跨中x方向1.9-6.2930010@2503141.9-6.2930010@250314跨中y方向5.3-27.1930010@2503145.3-27.1930010@250314頂板4-19-20-54-19邊-0.316.6530010@250314-5.3-4.02230010@25031419-20邊-20.3-44.62230010@250314-20.3-44.62256412@20056520-5邊0.820.3530010@250314-4.69.31830010@2503145-4邊-20.3-44.62230010@250314-20.3-44.62256412@200565跨中x方向5.62.6930010@2503145.62.6930010@250314跨中y方向7.7-26.03430010@2503147.7-26.03430010@250314頂板5-20-21-65-20邊1.416.7530010@250314-0.916.52630010@25031420-21邊-15.6-23.22230010@250314-16.910.83474912@15075421-6邊5.5-5.13430010@250314-2.811.8930010@2503146-5邊-15.6-23.22230010@250314-16.910.83474912@150754跨中x方向3.011.0930010@2503143.011.0930010@250314跨中y方向4.8-21.4930010@2503144.8-21.4930010@250314頂板6-21-22-76-21邊6.410.5930010@250314-2.527.93430010@25031421-22邊0.6-10.6530010@250314-5.112.73430010@25031422-7邊-20.30.9930010@250314-20.30.9988112@1259057-6邊0.6-10.6530010@250314-5.112.73430010@250314跨中x方向3.811.8930010@250314-7.72.0933510@200393跨中y方向2.2-4.1930010@250314-0.88.1930010@250314頂板7-22-23-87-22邊0.00.04130010@250314-19.82.7986212@12590522-23邊0.218.51530010@250314-7.2-27.13330010@25031423-8邊6.58.1930010@250314-3.637.53430010@2503148-7邊0.218.51530010@250314-7.2-27.13330010@250314跨中x方向-3.74.4930010@250314-3.74.4930010@250314跨中y方向1.1-0.12230010@250314-0.110.9630010@250314頂板8-23-25-108-23邊4.32.21830010@250314-4.811.6930010@25031423-25邊-18.3-33.82230010@250314-18.3-33.82250610@15052425-10邊1.016.4530010@250314-3.03.42330010@25031410-8邊-18.3-33.82230010@250314-18.3-33.82250610@150524跨中x方向5.510.8930010@2503145.510.8930010@250314跨中y方向5.5-22.11830010@2503145.5-22.11830010@250314頂板10-25-27-1210-25邊3.6-12.61830010@250314-4.510.71830010@25031425-27邊-18.4-34.22230010@250314-18.4-34.22250710@15052427-12邊2.4-16.92230010@250314-5.2-2.12230010@25031412-10邊-18.4-34.22230010@250314-18.4-34.22250710@150524跨中x方向4.43.1930010@2503144.43.1930010@250314跨中y方向6.2-24.8930010@2503146.2-24.8930010@250314頂板12-27-28-1312-27邊-0.215.8530010@250314-4.8-6.12230010@25031427-28邊-18.8-42.02230010@250314-18.8-42.02252110@15052428-13邊2.6-30.6930010@250314-3.3-10.91830010@25031413-12邊-18.8-42.02230010@250314-18.8-42.02252110@150524跨中x方向4.4-7.3930010@2503144.4-7.3930010@250314跨中y方向6.9-25.7930010@2503146.9-25.7930010@250314頂板13-28-29-1413-28邊1.78.6530010@250314-2.1-18.21830010@25031428-29邊-13.8-23.61830010@250314-13.8-23.61837410@20039329-14邊0.00.04130010@250314-10.5-27.03430010@25031414-13邊-13.8-23.61830010@250314-13.8-23.61837410@200393跨中x方向5.8-18.9930010@2503145.8-18.9930010@250314跨中y方向4.0-22.0930010@2503144.0-22.0930010@250314頂板14-29-30-1514-29邊1.113.1530010@250314-4.0-11.3930010@25031429-30邊0.114.63330010@250314-3.1-6.4930010@25031430-15邊-22.2-37.01830010@250314-22.2-37.01862212@18062815-14邊0.114.63330010@250314-3.1-6.4930010@250314跨中x方向-11.6-42.52230010@250314-11.6-42.52231110@250314跨中y方向-2.2-22.62230010@250314-2.2-22.62230010@250314直壁板7-17邊-42.644.8580014@18085550.3-55.23280016@2508041邊-52.786.0580012@12590555.4-92.43380016@250804上邊77.3-82.62280016@25080477.3-82.62280014@180855下邊-36.0-36.1680016@250804129.9-173.59104912@1001131跨中水平-18.439.8580016@25080414.133.7580016@250804跨中豎直-30.4-80.63380016@25080438.5-104.73880016@250804直壁板15-715邊-61.887.6580012@12590566.9-92.63380016@2508047邊-45.926.8580016@25080446.0-55.03280016@250804上邊80.3-83.82280016@25080480.3-83.82280012@125905下邊-37.3-36.7680016@250804133.6-178.09108112@1001131跨中水平-24.358.0580016@25080413.636.7580016@250804跨中豎直-31.8-94.03280016@25080437.6-106.41880016@250804直壁板1-161邊-52.187.5580012@12590555.4-87.33380016@25080416邊-52.187.5580012@12590555.4-87.33380016@250804上邊22.2-45.02280016@25080422.2-45.02280016@250804下邊-11.7-106.5680016@250804111.6-126.24089712@120942跨中水平-17.8-65.83380016@25080416.456.2580016@250804跨中豎直-25.9-51.43380016@25080420.8-63.4580016@250804直壁板22-722邊-26.372.9680016@2508047邊-26.373.1680016@250804上邊4.1-80.3980016@250804下邊-49.6-285.5980016@250804跨中水平0.0100.5580016@250804跨中豎直-13.0-89.8680016@250804直壁板30-1530邊-51.986.8580012@12590555.8-88.63380016@25080415邊-51.986.8580012@12590555.8-88.63380016@250804上邊22.8-49.52280016@25080422.8-49.52280016@250804下邊-11.1-108.4680016@250804109.5-117.73287912@120942跨中水平-18.0-66.93380016@25080416.055.4580016@250804跨中豎直-25.7-52.93380016@25080421.0-64.8580016@250804直壁板16-2216邊-52.786.0580012@12590555.4-92.43380016@25080422邊-42.645.0580014@18085550.3-55.13280016@250804上邊77.3-82.62280016@25080477.3-82.62280014@180855下邊-36.0-36.1680016@250804129.9-173.69104912@1001131跨中水平-18.439.9580016@25080414.033.8580016@250804跨中豎直-30.4-80.73380016@25080437.4-106.23880016@250804直壁板22-3022邊-45.926.7580016@25080446.0-55.13280016@25080430邊-61.887.6580012@12590566.9-92.73380016@250804上邊80.3-83.72280016@25080480.3-83.72280012@125905下邊-37.3-36.8680016@250804133.6-177.99108112@1001131跨中水平-24.357.9580016@25080413.636.7580016@250804跨中豎直-31.8-93.93280016@25080437.6-106.21880016@250804七、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1-16-22-71-16邊9.745.120.169.745.120.1616-22邊22-7邊7-1邊跨中x方向跨中y方向底板7-22-30-157-22邊22-30邊30-15邊15-7邊跨中x方向跨中y方向頂板1-16-17-21-16邊16-17邊17-2邊2-1邊跨中x方向跨中y方向頂板2-17-18-32-17邊17-18邊18-3邊3-2邊跨中x方向跨中y方向頂板3-18-19-43-18邊0.18.120.07-0.27.220.0718-19邊19-4邊0.011.520.08-0.211.420.104-3邊跨中x方向跨中y方向頂板4-19-20-54-19邊0.212.820.1219-20邊20-5邊0.114.420.115-4邊跨中x方向跨中y方向頂板5-20-21-65-20邊0.415.520.1720-21邊21-6邊0.114.820.11-0.413.320.156-5邊跨中x方向跨中y方向頂板6-21-22-76-21邊21-22邊22-7邊7-6邊跨中x方向0.413.820.15跨中y方向0.29.920.10頂板7-22-23-87-22邊22-23邊0.312.740.1323-8邊8-7邊0.312.740.13跨中x方向跨中y方向0.112.020.09頂板8-23-25-108-23邊0.414.420.1623-25邊25-10邊0.415.520.1710-8邊跨中x方向跨中y方向頂板10-25-27-1210-25邊0.114.020.11-0.414.420.1625-27邊27-12邊0.112.920.1012-10邊跨中x方向跨中y方向頂板12-27-28-1312-27邊0.411.420.1327-28邊28-13邊0.06.820.0513-12邊跨中x方向跨中y方向頂板13-28-29-1413-28邊28-29邊29-14邊14-13邊跨中x方向跨中y方向頂板14-29-30-1514-29邊29-30邊0.18.470.0830-15邊15-14邊0.18.470.08跨中x方向跨中y方向直壁板7-17邊1邊上邊下邊跨中水平跨中豎直直壁板15-715邊4.025.450.144.025.450.007邊上邊下邊跨中水平跨中豎直直壁板1-161邊16邊上邊下邊跨中水平6.047.420.246.047.420.24跨中豎直直壁板22-722邊-0.0104.520.267邊-0.0104.720.26上邊下邊跨中水平0.077.320.19跨中豎直直壁板30-1530邊15邊上邊下邊跨中水平6.148.520.246.148.520.24跨中豎直直壁板16-2216邊22邊上邊下邊跨中水平跨中豎直直壁板22-3022邊30邊4.025.350.144.025.350.00上邊下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1-16-22-71-16邊9.745.120.0292.3-119.870.2016-22邊-23.975.620.1394.8-128.570.1922-7邊159.6-140.670.187-1邊-23.975.620.1394.8-128.570.19跨中x方向-25.349.220.1120.048.220.10跨中y方向-69.4-54.070.1916.2-121.960.01底板7-22-30-157-22邊150.1-140.970.1622-30邊-24.476.720.1396.7-129.070.2030-15邊109.7-121.970.1815-7邊-24.476.720.1396.7-129.070.20跨中x方向-24.849.720.1118.448.420.09跨中y方向-70.6-54.270.1917.7-126.660.01頂板1-16-17-21-16邊12.8-28.260.1416-17邊0.30.160.01-4.3-22.260.1017-2邊4.7-17.670.122-1邊0.30.160.01-4.3-22.260.10跨中x方向2.1-25.270.03跨中y方向0.54.020.03頂板2-17-18-32-17邊3.3-19.060.08-2.3-13.970.0517-18邊10.2-19.070.1418-3邊1.06.820.05-0.9-10.650.013-2邊10.2-19.070.14跨中x方向3.2-9.770.08跨中y方向3.1-14.670.08頂板3-18-19-43-18邊1.9-17.870.04-1.7-7.360.0418-19邊10.5-21.370.1619-4邊0.613.120.04-2.0-2.460.064-3邊10.5-21.370.16跨中x方向0.69.520.04跨中y方向3.7-16.270.09頂板4-19-20-54-19邊3.4-0.460.1019-20邊13.6-29.070.1520-5邊0.615.620.05-3.06.060.125-4邊13.6-29.070.15跨中x方向3.84.570.14跨中y方向5.0-22.550.12頂板5-20-21-65-20邊1.112.820.06-1.42.670.0620-21邊10.88.470.1321-6邊3.7-5.970.10-1.911.570.096-5邊10.88.470.13跨中x方向2.110.870.09跨中y方向3.3-12.570.08頂板6-21-22-76-21邊4.510.770.18-1.622.570.1021-22邊0.5-8.120.01-5.1-6.460.1422-7邊13.83.570.157-6邊0.5-8.120.01-5.1-6.460.14跨中x方向2.611.470.11-5.34.470.13跨中y方向1.8-5.960.05-0.69.570.04頂板7-22-23-87-22邊13.54.870.1422-23邊0.9-10.220.01-4.7-19.360.1223-8邊4.59.170.18-2.428.270.148-7邊0.9-10.220.01-4.7-19.360.12跨中x方向2.66.170.10跨中y方向0.64.770.03頂板8-23-25-108-23邊2.92.160.11-3.211.570.1423-25邊12.3-22.070.1325-10邊0.812.720.05-1.811.770.0810-8邊12.3-22.070.13跨中x方向3.710.770.15跨中y方向3.7-11.170.10頂板10-25-27-1210-25邊2.4-8.260.06-2.96.960.1225-27邊12.3-22.170.1327-12邊0.614.320.05-3.40.960.1212-10邊12.3-22.170.13跨中x方向3.05.070.12跨中y方向4.2-14.370.11頂板12-27-28-1312-27邊3.1-2.060.0927-28邊12.6-27.470.1428-13邊1.8-19.270.03-2.1-9.060.0513-12邊12.6-27.470.14跨中x方向3.0-2.870.08跨中y方向4.4-15.170.11頂板13-28-29-1413-28邊1.36.620.06-1.3-12.150.0328-29邊9.2-18.660.1729-14邊7.0-17.370.1914-13邊9.2-18.660.17跨中x方向3.9-11.170.10跨中y方向2.7-14.270.06頂板14-29-30-1514-29邊0.910.020.05-3.1-3.270.0929-30邊0.17.150.01-2.1-4.970.0630-15邊14.9-29.260.1615-14邊0.17.150.01-2.1-4.970.06跨中x方向7.8-28.260.20跨中y方向1.5-15.660.03直壁板7-17邊-38.220.120.1626.9-35.660.121邊-40.566.120.1628.7-51.160.13上邊52.1-55.560.20下邊-24.6-41.520.1192.3-126.470.18跨中水平-14.130.620.1010.925.920.08跨中豎直-17.4-71.860.0526.2-75.760.10直壁板15-715邊-47.567.420.1935.4-50.860.167邊-35.320.620.1924.4-35.360.11上邊54.0-56.160.16下邊-25.6-42.420.1194.9-129.870.18跨中水平-18.744.620.1410.428.220.08跨中豎直-18.3-74.660.0526.6-41.020.12直壁板1-161邊-40.167.320.1628.9-46.060.1316邊-40.167.320.1628.9-46.060.13上邊15.0-30.960.06下邊-4.8-102.42