初期雨水池及事故池水池计算书

-水池计算书项目名称__工程名称__________设计_____________校对_____________审核_____________计算时间2024年3月11日（星期一）23:33一、设计依据 《给水排水工程钢筋混凝土水池结构设计规程》CECS138:2002 《给水排水工程构筑物结构设计规范》GB50069-2002 《室外给水排水和燃气热力工程抗震设计规范》GB50032-2003 《给水排水工程结构设计手册》(第二版).沈世杰主编.中国建筑工业出版社，2007 《混凝土结构设计规范》GB50010-2010(2015年版) 《建筑抗震设计规范》GB50011-2010(2016年版) 《土木工程特种结构》马芹永主编.高等教育出版社，2005.07 《工程结构通用规范》GB55001-2021 《建筑与市政工程抗震通用规范》GB55002-2021 《建筑与市政地基基础通用规范》GB55003-2021 《混凝土结构通用规范》GB55008-2021二、设计资料 1.总体信息 池外设计地面标高:0.00 地下水位标高(m):-10.00 水池类型:有盖水池 水池混凝土等级:C30 水池板钢筋等级:HRB400 柱（扶壁柱）主筋等级:HRB400 柱（扶壁柱）箍筋等级:HRB400 梁主筋等级:HRB400 梁箍筋等级:HRB400 抗震设防烈度:6度(0.05g) 结构重要性系数:1.00 顶板裂缝宽度限值:0.20mm 底板裂缝宽度限值:0.20mm 梁裂缝宽度限值:0.20mm 柱裂缝宽度限值:0.20mm 扶壁裂缝宽度限值:0.20mm 内壁板裂缝宽度限值:0.20mm 外壁板裂缝宽度限值:0.20mm 底板外挑尺寸:400mm 混凝土重度:25.0kN/m3 2.荷载信息 顶板覆土厚度:默认 顶板活荷载:4.0kN/m2 雪荷载分区:I区 基本雪压:0.00kN/m2 上人水池顶盖:是 考虑温（湿）度作用 地上内外侧壁面温差:10.0°C 地下内外侧壁面温差:10.0°C 无保温设施 池内水重度:10.0kN/m3 地面堆积荷载:10.0kN/m2 回填土重度:18.0kN/m3 回填土有效重度:10.0kN/m3 回填土内摩擦角:30.00° 3.水池主体信息 板位置中的编号为形成该板块的节点编号，节点编号图如下所示:板位置板厚(mm)池内侧保护层厚度(mm)池外侧保护层厚度(mm)板顶部标高顶板1-10-14-5-125035350.100顶板5-14-18-9-525035350.100底板1-10-14-5-14503535-5.000底板5-14-18-9-54503535-5.000壁板位置顶部板厚(mm)底部板厚(mm)池内侧保护层厚度(mm)池外侧保护层厚度(mm)壁板底标高(m)壁板顶标高(m)直壁板55.0000.100直壁板9-53503503535-5.0000.100直壁板1-103503503535-5.0000.100直壁板14-535035035--5.0000.100直壁板18-93503503535-5.0000.100直壁板10-143503503535-5.0000.100直壁板14-183503503535-5.0000.100 4.土层信息 4.1岩土性能参数表层号岩土名称重度g(kN/m3)压缩模量Es(MPa)承载力fak(kPa)修正系数hb修正系数hd调整系数xa1a强风化岩25152001.01.01.0 4.2勘探孔参数表 孔点参数 天然地面标高(m):0.00孔号坐标(x,y)(m)ZK010.000.00 ZK01层号岩土名称层厚(m)层底埋深(m)层底标高(m)1a强风化岩50.0050.00-50.00 5.板配筋选项 壁板按对称配筋：否 底板顶板按对称配筋：否 按最大配筋点配筋：否 配筋考虑调幅：是 考虑池内水压最不利分布：是 壁板按轴线归并：是 按钢筋网配筋：否 验算抗裂度：是 验算裂缝：是 顶板最小配筋率：0.20% 层板/层间板最小配筋率：0.20% 底板最小配筋率：0.20% 壁板最小配筋率：0.20% 6.构件信息 6.1梁信息（截面尺寸为b×h，梁编号的两个数字指梁两端的节点编号）梁编号截面尺寸(mm)梁11-2(顶板)250*450梁12-3(顶板)250*450梁13-4(顶板)250*450梁15-6(顶板)250*450梁16-7(顶板)250*450梁17-8(顶板)250*450 7.工程量统计混凝土量(m3)底板顶板层板层间板壁板梁柱层间梁扶壁总计49.9822.940.0083.603.140.000.000.00159.66水池容积(m3)353.49土方量(m3)605.33三、荷载计算 1.结构自重及覆土重 结构自重:3991.49kN 顶板覆土重:0.00kN 底板外挑部分的覆土重（仅考虑底板外边缘投影和外池壁最外边缘之间的土重）:1713.60kN 2.池内水压水池单元格编号层号最大水深(m)底部水压(kN/m2)1-10-14-5-1第1层4.8548.505-14-18-9-5第1层4.8548.50 3.顶板覆土竖向土压力顶板编号顶板顶标高(m)覆土厚度(m)覆土竖向土压力(kN/m2)1-10-14-5-10.100.000.005-14-18-9-50.100.000.00 4.池外土侧压力标高(m)池外土侧压力(kN/m2)-5.0030.00 5.顶板活载顶板编号顶板活载(kN/m2)注1-10-14-5-14.00采用活荷载5-14-18-9-54.00采用活荷载 6.池外水压力 顶板:0.00kN/m2 壁板上端:0.00kN/m2 壁板下端:0.00kN/m2 底板:0.00kN/m2 7.堆积荷载引起侧压力 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 顶板的自重惯性力:0.16kN/m2 壁板壁板编号自重惯性力(kN/m2)池内动水压力(kN/m2)池外动土压力(kN/m2)左侧右侧1-20.220.42-0.872-30.220.42-0.873-40.220.42-0.874-50.220.42-0.875-60.220.42-0.876-70.220.42-0.877-80.220.42-0.878-90.220.42-0.8710-10.220.58-0.8714-50.220.580.58-18-90.220.58-0.8710-110.220.42-0.8711-140.220.42-0.8714-150.220.42-0.8715-180.220.42-0.87 9.基本组合系数组合号永久作用可变作用地震作用附加荷载结构自重池内水压力覆土竖向土压力土侧压力顶板活载地面堆载池外水压力温(湿)度作用x方向y方向z方向附加恒载附加活载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.标准组合系数组合号永久作用可变作用地震作用附加荷载结构自重池内水压力覆土竖向土压力土侧压力顶板活载地面堆载池外水压力温(湿)度作用x方向y方向z方向附加恒载附加活载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.准永久值组合系数组合号永久作用可变作用地震作用附加荷载结构自重池内水压力覆土竖向土压力土侧压力顶板活载地面堆载池外水压力温(湿)度作用x方向y方向z方向附加恒载附加活载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、地基承载力及沉降计算 fa=200.0kPa faE=200.0kPa 基底控制压力: pk=(结构自重+覆土重+池内水重+附加竖向恒载+附加竖向活载+顶板活载)/底板面积 =(3991.49kN+1713.60kN+3534.92kN+0.00kN+0.00kN+367.00kN)/109.04m2 =88kPa<fa=200kPa 满足要求 pk=(结构自重+覆土重+池内水重+附加竖向恒载+0.5×附加竖向活载+0.5×顶板活载)/底板面积 =(3991.49kN+1713.60kN+3534.92kN+0.00kN+0.5×0.00kN+0.5×367.00kN)/109.04m2 =86kPa<faE=200kPa 满足要求 pkmax=(结构自重+覆土重+池内水重+附加竖向恒载+0.5×附加竖向活载+0.5×顶板活载)/底板面积+y向水平地震弯矩/y向抗弯截面模量 =(3991.49kN+1713.60kN+3534.92kN+0.00kN+0.5×0.00kN+0.5×367.00kN)/109.04m2+538.41kN.m/105.41m3 =92kPa<1.2faE=240kPa 满足要求 pkmin=(结构自重+覆土重+池内水重+附加竖向恒载+0.5×附加竖向活载+0.5×顶板活载)/底板面积-y向水平地震弯矩/y向抗弯截面模量 =(3991.49kN+1713.60kN+3534.92kN+0.00kN+0.5×0.00kN+0.5×367.00kN)/109.04m2-538.41kN.m/105.41m3 =81kPa>0 满足要求 水池沉降值:16.9mm五、抗浮验算 地面水池或地下水位低于底板，不需要进行抗浮验算六、各板内力及配筋计算 注：敞口时没顶板，顶板和底板的跨中X和Y均指整体坐标系下的方向；对于中间壁板不分内侧和外侧，取两侧结果最大值作为最终配筋方案，按两侧对称配置，此时池外侧表格用横杠表示。 单位：M(kN·m)，N(kN),计算面积(mm2/m),实配面积(mm2/m)位置水池内侧水池外侧内力基本组合计算面积选配钢筋实配面积内力基本组合计算面积选配钢筋实配面积MN组合MN组合底板1-10-14-51-10边-18.6-51.4590016@200100558.9-60.2990016@200100510-14边-33.6104.6690016@200100569.3-88.1990016@200100514-5边85.5-82.48390016@200100572.369.4590014@15010265-1边-33.6104.6690016@200100569.3-88.1990016@2001005跨中x方向-15.762.4290016@2001005-27.9-11.38390016@2001005跨中y方向-48.495.8590016@2001005-54.39.67990016@2001005底板5-14-18-95-14边91.1-83.08390016@200100575.469.5590014@150102614-18边-34.5104.7690016@200100569.2-88.2990016@200100518-9边-11.9-44.7590016@200100553.2-58.8990016@20010059-5边-34.5104.7690016@200100569.2-88.2990016@2001005跨中x方向-18.761.1190016@2001005-10.566.1290016@2001005跨中y方向-47.296.7590016@2001005-53.39.77890016@2001005顶板1-10-11-21-10边-17.1-0.395008@100503-17.1-0.395008@10050310-11边0.612.265008@100503-14.12.495008@10050311-2边5.71.255008@100503-7.53.795008@1005032-1边0.612.265008@100503-14.12.495008@100503跨中x方向3.0-0.555008@100503-7.94.745008@100503跨中y方向5.35.065008@100503-7.14.445008@100503顶板2-11-14-52-11边3.4-2.755008@100503-6.78.225008@10050311-14边4.229.465008@100503-22.9-19.395008@10050314-5边0.033.9155008@100503-16.924.315008@1005035-2边4.229.465008@100503-22.9-19.395008@100503跨中x方向5.411.955008@100503-4.713.045008@100503跨中y方向10.528.455008@100503-7.2-15.895008@100503顶板5-14-15-65-14边0.135.0155008@100503-17.524.615008@10050314-15边1.211.965008@100503-14.75.895008@10050315-6边5.416.155008@100503-7.623.395008@1005036-5边1.211.965008@100503-14.75.895008@100503跨中x方向2.917.3205008@100503-8.923.515008@100503跨中y方向4.77.555008@100503-7.35.525008@100503顶板6-15-18-96-15边2.819.8345008@100503-6.816.225008@10050315-18边4.022.665008@100503-21.6-14.795008@10050318-9边-16.3-0.795008@100503-16.3-0.795008@1005039-6边4.022.665008@100503-21.6-14.795008@100503跨中x方向5.210.155008@100503-4.610.145008@100503跨中y方向10.628.155008@100503-7.2-17.895008@100503直壁板5-15边-49.125.4570012@15075435.0-23.6970012@1507541边-55.088.3570012@12590535.4-37.510670012@150754上边-6.3-17.6670012@15075426.8-29.611170012@150754下边-35.0-35.3670012@15075476.5-128.35471314@180855跨中水平-17.750.4570012@15075432.139.3170012@150754跨中竖直-16.6-41.91570012@15075440.1-40.7170012@150754直壁板9-59边-49.286.5570012@12590534.0-39.510770012@1507545边-53.925.9570014@18085542.1-30.0970012@150754上边-6.3-17.3670012@15075426.9-29.911170012@150754下边-35.8-31.1670012@15075478.9-124.1973612@150754跨中水平-16.942.4570012@15075432.537.0170012@150754跨中竖直-16.8-41.71570012@15075440.6-40.9170012@150754直壁板1-101边-45.992.1570014@18085532.6-23.4970012@15075410边-45.992.0570014@18085532.6-23.4970012@150754上边-1.9-6.93370012@15075417.2-25.0170012@150754下边15.8152.37970012@15075447.2-63.711170012@150754跨中水平-7.982.2570012@15075426.564.8170012@150754跨中竖直-6.7-33.73270012@15075428.0-50.7170012@150754直壁板14-514边-28.1-9.15070012@1507545边-28.1-8.95070012@150754上边2.6-49.17970012@150754下边29.8-190.9970012@150754跨中水平0.1138.0570012@150754跨中竖直9.7-73.2670012@150754直壁板18-918边-45.992.3570014@18085535.1-44.511070012@1507549边-45.992.3570014@18085533.2-24.3970012@150754上边-2.2-8.03370012@15075417.3-25.6170012@150754下边15.7146.57870012@15075447.1-63.410770012@150754跨中水平-8.082.3570012@15075426.364.8170012@150754跨中竖直-6.9-30.37970012@15075427.8-51.6170012@150754直壁板10-1410边-55.088.3570012@12590536.2-37.511070012@15075414边-49.125.5570012@15075436.3-27.811070012@150754上边-6.3-17.6670012@15075427.3-29.811070012@150754下边-35.0-35.3670012@15075475.5-115.1970414@180855跨中水平-17.750.5570012@15075432.139.3170012@150754跨中竖直-16.6-41.91570012@15075440.1-40.7170012@150754直壁板14-1814边-53.925.8570014@18085542.1-30.1970012@15075418边-49.286.5570012@12590534.1-37.711070012@150754上边-6.3-17.2670012@15075427.4-30.011070012@150754下边-35.8-31.2670012@15075478.9-124.0973612@150754跨中水平-16.942.3570012@15075432.537.0170012@150754跨中竖直-16.8-41.71570012@15075440.3-40.6170012@150754七、抗裂度验算位置水池内侧水池外侧内力标准组合抗裂度(MPa)内力标准组合抗裂度(MPa)Mk(kN·m/m)Nk(kN/m)组合Mk(kN·m/m)Nk(kN/m)组合底板1-10-14-51-10边10-14边-14.579.910.41-14.579.910.4114-5边5-1边-14.579.910.41-14.579.910.41跨中x方向跨中y方向底板5-14-18-95-14边14-18边18-9边9-5边跨中x方向跨中y方向顶板1-10-11-21-10边0.57.640.0610-11边11-2边2-1边跨中x方向跨中y方向顶板2-11-14-52-11边11-14边14-5边5-2边跨中x方向跨中y方向2.022.910.19顶板5-14-15-65-14边14-15边0.911.440.0915-6边6-5边0.911.440.09跨中x方向1.619.770.16-0.819.670.12跨中y方向顶板6-15-18-96-15边0.815.370.1015-18边18-9边0.38.740.059-6边跨中x方向跨中y方向直壁板5-15边1边上边下边跨中水平跨中竖直直壁板9-59边5边上边下边跨中水平跨中竖直直壁板1-101边1.29.840.061.29.840.0610边1.29.840.061.29.840.06上边下边12.5118.670.6712.5118.670.67跨中水平-6.063.220.34-6.063.220.34跨中竖直直壁板14-514边0.1125.320.355边0.1125.420.35上边下边2.834.770.17跨中水平0.1106.120.30跨中竖直直壁板18-918边9边上边-0.12.050.01-0.12.050.01下边12.4113.670.6512.4113.670.65跨中水平-6.163.320.34-6.163.320.34跨中竖直直壁板10-1410边14边上边下边跨中水平跨中竖直直壁板14-1814边18边上边下边跨中水平跨中竖直八、裂缝宽度计算位置水池内侧水池外侧内力准永久组合值裂缝宽度(mm)内力准永久组合值裂缝宽度(mm)Mq(kN·m/m)Nq(kN/m)组合Mq(kN·m/m)Nq(kN/m)组合底板1-10-14-51-10边-14.3-39.520.0337.7-50.270.1110-14边-23.079.020.1343.8-67.470.1214-5边55.653.420.185-1边-23.079.020.1343.8-67.470.12跨中x方向-15.544.110.08跨中y方向-37.273.720.17底板5-14-18-95-14边58.053.520.1914-18边-23.879.120.1343.8-68.570.1218-9边-9.2-34.420.0233.3-49.170.099-5边-23.879.120.1343.8-68.570.12跨中x方向-14.846.510.08跨中y方向-36.374.420.17顶板1-10-11-21-10边11.93.810.1010-11边0.9-26.420.00-7.93.510.0711-2边4.40.920.04-4.96.710.042-1边0.9-26.420.00-7.93.510.07跨中x方向2.3-0.420.02-5.81.410.05跨中y方向4.63.120.04-4.31.210.04顶板2-11-14-52-11边2.6-2.120.02-4.05.810.0411-14边2.322.820.04-10.12.910.0814-5边12.418.710.125-2边2.322.820.04-10.12.910.08跨中x方向4.19.220.04-3.314.210.04跨中y方向8.121.820.08-4.23.510.04顶板5-14-15-65-14边13.019.010.1214-15边1.0-6.620.00-8.24.510.0715-6边4.212.420.04-5.017.810.066-5边1.0-6.620.00-8.24.510.07跨中x方向2.212.520.03-6.318.110.07跨中y方向3.65.720.03-4.53.610.04顶板6-15-18-96