回用水泵房水池計算書

-水池計算書項目名稱__________________________設(shè)計_____________校對_____________審核_____________計算時間2020年6月14日（星期日）15:20一、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?xì)鉄崃こ炭拐鹪O(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，2005.07二、設(shè)計資料 1.總體信息 池外設(shè)計地面標(biāo)高:0.00 地下水位標(biāo)高(m):-0.50 水池類型:敞口水池 池壁上端支撐:自由 水池混凝土等級:C30 水池鋼筋等級:HRB400 抗震設(shè)防烈度:6度(0.05g) 結(jié)構(gòu)重要性系數(shù):1.10 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:400mm 混凝土重度:25.0kN/m3 2.荷載信息 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(hù)層厚度(mm)池外側(cè)保護(hù)層厚度(mm)板頂部標(biāo)高底板1-4-5-2-14503535-5.300底板2-5-6-3-24503535-5.300底板4-7-8-6-44503535-5.300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)壁板頂標(biāo)高(m)壁板底標(biāo)高(m)2-135035035350.300-5.3003-235035035350.300-5.3001-435035035350.300-5.3002-535035035-0.300-5.3006-335035035350.300-5.3004-535035035-0.300-5.3005-635035035-0.300-5.3004-735035035350.300-5.3008-635035035350.300-5.3007-835035035350.300-5.300 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(biāo)高(m):0.00孔號坐標(biāo)(x,y)(m)ZK010.000.00 ZK01層號巖土名稱層厚(m)層底埋深(m)層底標(biāo)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：是 配筋考慮調(diào)幅：否 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 6.工程量統(tǒng)計混凝土量(m3)底板頂板壁板梁柱層間梁扶壁總計38.850.0092.410.000.000.000.00131.26水池容積(m3)280.56土方量(m3)496.43三、荷載計算 1.結(jié)構(gòu)自重及覆土重 結(jié)構(gòu)自重:3215.27kN 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）:1478.40kN 2.池內(nèi)水壓底板編號最大水深(m)水壓(kN/m2)1-4-5-2-15.6056.002-5-6-3-25.6056.004-7-8-6-45.6056.00 3.池外土側(cè)壓力 壁板上端:0.00kN/m2 壁板下端:19.00kN/m2 4.池外水壓力 壁板上端:0.00kN/m2 壁板下端:48.00kN/m2 底板:52.50kN/m2 5.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 6.附加節(jié)點荷載節(jié)點編號頂板底板附加恒載附加活載附加恒載附加活載265.00365.00565.00665.00 7.水平地震作用 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)2-10.220.45-1.013-20.220.45-1.011-40.220.53-1.012-50.220.380.53-6-30.220.38-1.014-50.220.450.31-5-60.220.450.31-4-70.220.67-1.018-60.220.67-1.017-80.220.31-1.01 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11.301.270.000.000.000.000.001.400.000.000.001.200.0021.001.270.000.000.000.000.001.400.000.000.001.000.0031.301.000.000.000.000.000.001.400.000.000.001.200.0041.001.000.000.000.000.000.001.400.000.000.001.000.0051.301.270.000.000.000.000.000.000.000.000.001.200.0061.001.270.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.200.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.300.000.001.270.000.001.270.000.000.000.001.200.00101.000.000.001.270.000.001.270.000.000.000.001.000.00111.300.000.001.000.000.001.270.000.000.000.001.200.00121.000.000.001.000.000.001.270.000.000.000.001.000.00131.300.000.001.270.001.401.270.000.000.000.001.200.00141.000.000.001.270.001.401.270.000.000.000.001.000.00151.300.000.001.000.001.401.270.000.000.000.001.200.00161.000.000.001.000.001.401.270.000.000.000.001.000.00171.300.000.001.270.000.001.271.400.000.000.001.200.00181.000.000.001.270.000.001.271.400.000.000.001.000.00191.300.000.001.000.000.001.271.400.000.000.001.200.00201.000.000.001.000.000.001.271.400.000.000.001.000.00211.300.000.001.270.001.261.271.260.000.000.001.200.00221.000.000.001.270.001.261.271.260.000.000.001.000.00231.300.000.001.000.001.261.271.260.000.000.001.200.00241.000.000.001.000.001.261.271.260.000.000.001.000.00251.301.301.301.300.601.201.300.911.300.000.001.200.60261.301.301.301.300.601.201.300.91-1.300.000.001.200.60271.301.301.301.300.601.201.300.910.001.300.001.200.60281.301.301.301.300.601.201.300.910.00-1.300.001.200.60291.301.301.301.300.601.201.300.910.000.001.301.200.60301.301.301.301.300.601.201.300.910.000.00-1.301.200.60311.301.301.301.300.601.201.300.911.300.000.501.200.60321.301.301.301.300.601.201.300.91-1.300.000.501.200.60331.301.301.301.300.601.201.300.911.300.00-0.501.200.60341.301.301.301.300.601.201.300.91-1.300.00-0.501.200.60351.301.301.301.300.601.201.300.910.001.300.501.200.60361.301.301.301.300.601.201.300.910.00-1.300.501.200.60371.301.301.301.300.601.201.300.910.001.30-0.501.200.60381.301.301.301.300.601.201.300.910.00-1.30-0.501.200.60391.001.001.001.000.501.001.000.911.300.000.001.000.50401.001.001.001.000.501.001.000.91-1.300.000.001.000.50411.001.001.001.000.501.001.000.910.001.300.001.000.50421.001.001.001.000.501.001.000.910.00-1.300.001.000.50431.001.001.001.000.501.001.000.910.000.001.301.000.50441.001.001.001.000.501.001.000.910.000.00-1.301.000.50451.001.001.001.000.501.001.000.911.300.000.501.000.50461.001.001.001.000.501.001.000.91-1.300.000.501.000.50471.001.001.001.000.501.001.000.911.300.00-0.501.000.50481.001.001.001.000.501.001.000.91-1.300.00-0.501.000.50491.001.001.001.000.501.001.000.910.001.300.501.000.50501.001.001.001.000.501.001.000.910.00-1.300.501.000.50511.001.001.001.000.501.001.000.910.001.30-0.501.000.50521.001.001.001.000.501.001.000.910.00-1.30-0.501.000.50531.301.301.301.300.601.201.300.001.300.000.001.200.60541.301.301.301.300.601.201.300.00-1.300.000.001.200.60551.301.301.301.300.601.201.300.000.001.300.001.200.60561.301.301.301.300.601.201.300.000.00-1.300.001.200.60571.301.301.301.300.601.201.300.000.000.001.301.200.60581.301.301.301.300.601.201.300.000.000.00-1.301.200.60591.301.301.301.300.601.201.300.001.300.000.501.200.60601.301.301.301.300.601.201.300.00-1.300.000.501.200.60611.301.301.301.300.601.201.300.001.300.00-0.501.200.60621.301.301.301.300.601.201.300.00-1.300.00-0.501.200.60631.301.301.301.300.601.201.300.000.001.300.501.200.60641.301.301.301.300.601.201.300.000.00-1.300.501.200.60651.301.301.301.300.601.201.300.000.001.30-0.501.200.60661.301.301.301.300.601.201.300.000.00-1.30-0.501.200.60671.001.001.001.000.501.001.000.001.300.000.001.000.50681.001.001.001.000.501.001.000.00-1.300.000.001.000.50691.001.001.001.000.501.001.000.000.001.300.001.000.50701.001.001.001.000.501.001.000.000.00-1.300.001.000.50711.001.001.001.000.501.001.000.000.000.001.301.000.50721.001.001.001.000.501.001.000.000.000.00-1.301.000.50731.001.001.001.000.501.001.000.001.300.000.501.000.50741.001.001.001.000.501.001.000.00-1.300.000.501.000.50751.001.001.001.000.501.001.000.001.300.00-0.501.000.50761.001.001.001.000.501.001.000.00-1.300.00-0.501.000.50771.001.001.001.000.501.001.000.000.001.300.501.000.50781.001.001.001.000.501.001.000.000.00-1.300.501.000.50791.001.001.001.000.501.001.000.000.001.30-0.501.000.50801.001.001.001.000.501.001.000.000.00-1.30-0.501.000.50811.300.001.301.300.601.201.300.911.300.000.001.200.60821.300.001.301.300.601.201.300.91-1.300.000.001.200.60831.300.001.301.300.601.201.300.910.001.300.001.200.60841.300.001.301.300.601.201.300.910.00-1.300.001.200.60851.300.001.301.300.601.201.300.910.000.001.301.200.60861.300.001.301.300.601.201.300.910.000.00-1.301.200.60871.300.001.301.300.601.201.300.911.300.000.501.200.60881.300.001.301.300.601.201.300.91-1.300.000.501.200.60891.300.001.301.300.601.201.300.911.300.00-0.501.200.60901.300.001.301.300.601.201.300.91-1.300.00-0.501.200.60911.300.001.301.300.601.201.300.910.001.300.501.200.60921.300.001.301.300.601.201.300.910.00-1.300.501.200.60931.300.001.301.300.601.201.300.910.001.30-0.501.200.60941.300.001.301.300.601.201.300.910.00-1.30-0.501.200.60951.000.001.001.000.501.001.000.911.300.000.001.000.50961.000.001.001.000.501.001.000.91-1.300.000.001.000.50971.000.001.001.000.501.001.000.910.001.300.001.000.50981.000.001.001.000.501.001.000.910.00-1.300.001.000.50991.000.001.001.000.501.001.000.910.000.001.301.000.501001.000.001.001.000.501.001.000.910.000.00-1.301.000.501011.000.001.001.000.501.001.000.911.300.000.501.000.501021.000.001.001.000.501.001.000.91-1.300.000.501.000.501031.000.001.001.000.501.001.000.911.300.00-0.501.000.501041.000.001.001.000.501.001.000.91-1.300.00-0.501.000.501051.000.001.001.000.501.001.000.910.001.300.501.000.501061.000.001.001.000.501.001.000.910.00-1.300.501.000.501071.000.001.001.000.501.001.000.910.001.30-0.501.000.501081.000.001.001.000.501.001.000.910.00-1.30-0.501.000.501091.300.001.301.300.601.201.300.001.300.000.001.200.601101.300.001.301.300.601.201.300.00-1.300.000.001.200.601111.300.001.301.300.601.201.300.000.001.300.001.200.601121.300.001.301.300.601.201.300.000.00-1.300.001.200.601131.300.001.301.300.601.201.300.000.000.001.301.200.601141.300.001.301.300.601.201.300.000.000.00-1.301.200.601151.300.001.301.300.601.201.300.001.300.000.501.200.601161.300.001.301.300.601.201.300.00-1.300.000.501.200.601171.300.001.301.300.601.201.300.001.300.00-0.501.200.601181.300.001.301.300.601.201.300.00-1.300.00-0.501.200.601191.300.001.301.300.601.201.300.000.001.300.501.200.601201.300.001.301.300.601.201.300.000.00-1.300.501.200.601211.300.001.301.300.601.201.300.000.001.30-0.501.200.601221.300.001.301.300.601.201.300.000.00-1.30-0.501.200.601231.000.001.001.000.501.001.000.001.300.000.001.000.501241.000.001.001.000.501.001.000.00-1.300.000.001.000.501251.000.001.001.000.501.001.000.000.001.300.001.000.501261.000.001.001.000.501.001.000.000.00-1.300.001.000.501271.000.001.001.000.501.001.000.000.000.001.301.000.501281.000.001.001.000.501.001.000.000.000.00-1.301.000.501291.000.001.001.000.501.001.000.001.300.000.501.000.501301.000.001.001.000.501.001.000.00-1.300.000.501.000.501311.000.001.001.000.501.001.000.001.300.00-0.501.000.501321.000.001.001.000.501.001.000.00-1.300.00-0.501.000.501331.000.001.001.000.501.001.000.000.001.300.501.000.501341.000.001.001.000.501.001.000.000.00-1.300.501.000.501351.000.001.001.000.501.001.000.000.001.30-0.501.000.501361.000.001.001.000.501.001.000.000.00-1.30-0.501.000.50 9.標(biāo)準(zhǔn)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11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.000.001.000.000.001.000.000.000.000.001.000.0041.000.000.001.000.001.001.000.000.000.000.001.000.0051.000.000.001.000.000.001.001.000.000.000.001.000.0061.000.000.001.000.000.901.000.900.000.000.001.000.00 10.準(zhǔn)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11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.000.001.000.000.001.000.000.000.000.001.000.0041.000.000.001.000.000.501.000.000.000.000.001.000.0051.000.000.001.000.000.001.001.000.000.000.001.000.0061.000.000.001.000.000.501.001.000.000.000.001.000.00四、地基承載力及沉降計算 fa=250.0kPa faE=250.0kPa 基底控制壓力: pk=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重)/底板面積 =(3215.27kN+1478.40kN+2805.60kN)/80.44m2 =93kPa<fa=250kPa 滿足要求 pk=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重)/底板面積 =(3215.27kN+1478.40kN+2805.60kN)/80.44m2 =93kPa<faE=250kPa 滿足要求 pkmax=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重)/底板面積+y向水平地震彎矩/y向抗彎截面模量 =(3215.27kN+1478.40kN+2805.60kN)/80.44m2+578.79kN.m/95.85m3 =99kPa<1.2faE=300kPa 滿足要求 pkmin=(結(jié)構(gòu)自重+覆土重+池內(nèi)水重)/底板面積-y向水平地震彎矩/y向抗彎截面模量 =(3215.27kN+1478.40kN+2805.60kN)/80.44m2-578.79kN.m/95.85m3 =87kPa>0 滿足要求 水池沉降值:18.2mm五、抗浮驗算 Ksb=SGik/(qfw,kAF)=4953.67/4222.97=1.173>1.05,滿足要求注：局部抗浮驗算僅考慮了柱的附加恒載。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(biāo)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1-4-5-2-11-4邊-5.380.1290012@12590585.7-158.42790012@1259054-5邊-35.1120.4190012@125905117.0-159.92690412@10011315-2邊12.2207.8290012@125905123.4-57.8195512@10011312-1邊-33.9135.4290012@125905134.9-198.326104712@1001131跨中x方向-52.245.1190012@1259051.8144.2290012@125905跨中y方向-72.7116.7190016@180111739.7-186.12890012@125905底板2-5-6-3-22-5邊16.6202.7290012@125905122.9-42.8195012@10011315-6邊-34.6103.0190012@12590561.3-119.42590012@1259056-3邊-19.9106.2290012@12590595.0-174.42690012@1259053-2邊-2.778.6290012@12590569.8-148.12590012@125905跨中x方向-64.567.5190012@1259052.5143.3290012@125905跨中y方向-41.7-27.1190012@125905-10.6110.9290012@125905底板4-7-8-6-44-7邊-8.020.9290012@12590511.8-75.1190012@1259057-8邊-94.4212.51111614@1201283142.2-199.027110512@10011318-6邊-5.621.4190012@12590518.1-67.8190012@1259056-4邊-29.5179.4290012@12590590.9-173.62690012@125905跨中x方向-58.5138.9190012@12094249.8-156.02790012@125905跨中y方向-67.6194.2190012@100113188.3-195.82790012@125905壁板2-12邊-74.877.3198416@180111778.8-74.42881114@1808551邊-81.1105.81110012@100113176.9-109.11479112@125905下邊-42.7-22.1270012@150754121.5-135.928127614@1201283上邊-8.622.6170012@1507549.5-84.02870012@150754跨中水平-44.9-58.02870012@15075445.381.6170014@180855跨中豎直-36.5-60.42870012@15075437.6-37.1170012@150754壁板3-23邊-61.9109.0188212@12094261.8-106.92670012@1507542邊-60.459.9179012@12590561.9-63.92870012@150754下邊-1.244.7270012@15075456.4-126.22570012@150754上邊-6.3-72.92770012@1507543.3-68.9270012@150754跨中水平-9.8118.72770012@15075422.4102.3170012@150754跨中豎直-17.8-53.22870012@15075422.9-71.0170012@150754壁板1-41邊-88.4132.31122514@120128383.8-117.41486512@1259054邊-68.3108.5195514@150102666.6-90.02570012@150754下邊15.1186.1170012@15075482.1-95.12784712@125905上邊-4.226.9270012@1507546.121.2170012@150754跨中水平-34.797.8170012@15075434.299.5170012@150754跨中豎直-27.2-36.42570012@15075429.5-68.3170012@150754壁板2-52邊74.3102.51101612@10011315邊64.1106.72876812@125905下邊-61.9-284.5170012@150754上邊-6.3-92.62670012@150754跨中水平-24.0112.3170012@150754跨中豎直-21.3-144.12570012@150754壁板6-36邊-62.890.8186512@12590562.5-70.02670012@1507543邊-63.999.5189012@12094263.8-96.42670012@150754下邊-23.6-55.7270012@15075483.8-127.72686512@125905上邊-6.8-143.2170012@1507544.0-61.2170012@150754跨中水平-36.9-86.32670012@15075436.289.1170012@150754跨中豎直-28.2-57.82670012@15075427.5-69.4170012@150754壁板4-54邊-76.671.9199616@18011175邊33.0355.7192212@120942下邊116.7-275.01122214@1251232上邊-10.516.42870012@150754跨中水平11.5224.2170012@150754跨中豎直34.2-244.1170012@150754壁板5-65邊-55.548.9171712@1259056邊-56.999.4181012@125905下邊66.3-243.1170012@150754上邊-1.129.3170012@150754跨中水平-6.8210.5170012@150754跨中豎直17.6-69.72870012@150754壁板4-74邊-30.5110.1270012@15075423.7251.0170012@1507547邊-134.0129.01174716@1002011146.2-121.427155420@2001571下邊-5.668.22770012@1507542.5100.8170012@150754上邊-28.058.0170012@15075420.626.9170012@150754跨中水平-67.5129.2197716@180111778.2-108.02780514@180855跨中豎直-13.312.6170012@15075415.0-28.72770012@150754壁板8-68邊-137.2125.41177816@1002011140.9-124.927149414@10015396邊-21.292.2170012@15075424.8204.4170014@180855下邊-5.343.31470012@1507543.8100.5170012@150754上邊-29.458.7170012@15075423.2-69.52770012@150754跨中水平-61.9130.9191612@12094269.9-111.62771712@150754跨中豎直-12.40.1170012@15075413.3-55.62770012@150754壁板7-87邊-129.1115.41167016@1002011140.3-139.227148714@10015398邊-131.9120.11171016@1002011135.4-129.527143214@1001539下邊-140.871.22173916@1002011194.9-144.227212520@1252513上邊-27.861.6170012@15075429.1-70.22770012@150754跨中水平-70.894.6196416@180111774.8-120.92776812@125905跨中豎直-45.671.7270012@15075472.7-130.62774614@180855七、抗裂度驗算位置水池內(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1-4-5-2-11-4邊6.559.010.236.559.010.234-5邊-14.0112.710.47-14.0112.710.475-2邊10.6156.410.5110.6156.410.512-1邊-19.6103.810.54-19.6103.810.54跨中x方向-17.597.110.49-17.597.110.49跨中y方向-8.4121.710.40-8.4121.710.40底板2-5-6-3-22-5邊14.7151.310.5614.7151.310.565-6邊13.575.710.3813.575.710.386-3邊-9.980.210.33-9.980.210.333-2邊8.057.110.258.057.110.25跨中x方向2.2108.010.272.2108.010.27跨中y方向-10.282.010.34-10.282.010.34底板4-7-8-6-44-7邊7-8邊8-6邊6-4邊-18.1143.310.60-18.1143.310.60跨中x方向跨中y方向壁板2-12邊-3.7133.010.46-3.7133.010.471邊下邊15.2152.410.8315.2152.410.81上邊0.410.640.040.410.640.04跨中水平-7.498.010.47-7.498.010.47跨中豎直壁板3-23邊2邊-7.3129.110.55-7.3129.110.55下邊11.5110.410.6211.5110.410.62上邊0.28.130.030.28.130.03跨中水平-5.788.310.40-5.788.310.40跨中豎直壁板1-41邊4邊8.2198.510.778.2198.510.77下邊11.7144.010.7111.7144.010.71上邊2.321.410.122.321.410.12跨中水平12.8121.410.6812.8121.410.68跨中豎直-0.516.410.06-0.516.410.06壁板2-52邊7.9170.110.685邊9.1149.710.66下邊-2.946.110.21上邊-0.74.730.03跨中水平6.3154.110.60跨中豎直壁板6-36邊16.1169.410.9016.1169.410.903邊下邊8.9110.110.558.9110.110.54上邊-0.815.410.07-0.815.410.07跨中水平10.8115.710.6110.8115.710.61跨中豎直0.14.410.020.14.410.02壁板4-54邊4.4109.540.425邊26.0275.211.45下邊-0.540.340.12上邊-0.727.710.10跨中水平9.1174.310.73跨中豎直壁板5-65邊15.7208.110.996邊0.4114.440.33下邊-2.240.540.17上邊-0.822.610.09跨中水平-5.3163.810.60跨中豎直壁板4-74邊18.4196.211.0418.4196.211.047邊下邊1.978.010.271.978.010.27上邊跨中水平跨中豎直0.817.610.070.817.610.07壁板8-68邊6邊19.4157.710.9619.4157.710.96下邊3.077.810.303.077.810.30上邊跨中水平跨中豎直0.85.910.040.85.910.04壁板7-87邊8邊下邊9.0104.810.519.0104.810.50上邊跨中水平跨中豎直八、裂縫寬度計算位置水池內(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1-4-5-2-11-4邊-16.0-46.210.0362.1-118.040.154-5邊-27.395.410.1479.620.610.165-2邊96.0-44.910.202-1邊-19.6103.810.1396.0-150.040.17跨中x方向-40.336.210.1415.728.310.06跨中y方向-56.592.210.204.018.110.02底板2-5-6-3-22-5邊95.6-33.210