粗格栅及提升泵房水池计算书

-粗格栅及提升泵房水池计算书一、设计依据《建筑结构可靠度设计统一标准》GB50068—2018《建筑结构荷载规范》GB50009—2012《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):-6.80 水池类型:敞口水池 池壁上端支撑:自由 水池混凝土等级:C30 水池钢筋等级: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 池内水重度:10.0kN/m3 地面堆积荷载:20.0kN/m2 回填土重度:20.0kN/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)底板顶标高(m)底板3-21-24-6-36003540-12.400底板8-14-15-9-86003540-10.700底板14-20-21-15-146003540-10.700底板7-31-32-8-76003540-10.700底板20-26-27-21-206003540-10.700底板26-32-33-27-266003540-10.700底板21-39-42-24-216003540-12.400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)壁板顶标高(m)壁板底标高(m)6-35005003530-12.4000.0003-95005003530-12.4000.00024-65005003530-12.4000.0008-75005003530-10.7000.0009-85005003530-10.7000.0007-315005003530-10.7000.0008-142502503530-10.7000.0009-152502503530-12.4000.00014-152502503530-10.7000.00014-202502503530-10.7000.00015-212502503530-12.4000.00020-212502503530-10.7000.00021-242502503530-12.4000.00020-262502503530-10.7000.00021-272502503530-12.4000.00042-245005003530-12.4000.00026-272502503530-10.7000.00026-322502503530-10.7000.00027-332502503530-12.4000.00031-325005003530-10.7000.00032-335005003530-10.7000.00033-395005003530-12.4000.00039-425005003530-12.4000.000 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土层名称25252501.01.01.0 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土层名称50.0050.00-50.00 5.板配筋选项 壁板按对称配筋：是 底板顶板按对称配筋：是 按最大配筋点配筋：是 按平均内力值配筋：否 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 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4-10(顶板)300*500梁5-11(顶板)300*500梁10-16(顶板)300*500梁11-17(顶板)300*500梁16-22(顶板)300*500梁17-23(顶板)300*500梁22-28(顶板)300*500梁23-29(顶板)300*500梁28-34(顶板)300*500梁29-35(顶板)300*500梁34-40(顶板)300*500梁35-41(顶板)300*500 7.工程量统计混凝土量(m3)底板顶板壁板梁柱层间梁扶壁总计81.420.00332.702.830.000.000.00416.96水池容积(m3)603.08土方量(m3)1648.88三、荷载计算 1.结构自重及覆土重 结构自重:10423.90kN 覆土重:11037.04kN 2.池内水压底板编号最大水深(m)水压(kN/m2)3-21-24-6-32.3023.007-31-32-8-72.3023.008-14-15-9-82.3023.0014-20-21-15-142.3023.0020-26-27-21-202.3023.0021-39-42-24-212.3023.0026-32-33-27-262.3023.00 3.池外土侧压力标高(m)池外土侧压力(kN/m2)-12.4064.00-10.7058.33 4.池外水压力标高(m)池外水压力(kN/m2)-13.0062.00-12.4056.00-11.3045.00-10.7039.00 5.堆积荷载引起侧压力标高(m)堆积荷载引起的侧压力(kN/m2)-12.403.33-10.703.33 6.附加节点荷载节点编号顶板底板附加恒载附加活载附加恒载附加活载350.00--650.00--2150.00--2450.00--3950.00--4250.00-- 7.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11.301.300.000.000.000.000.001.400.000.000.001.300.0021.001.300.000.000.000.000.001.400.000.000.001.000.0031.301.000.000.000.000.000.001.400.000.000.001.300.0041.001.000.000.000.000.000.001.400.000.000.001.000.0051.301.300.000.000.000.000.000.000.000.000.001.300.0061.001.300.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.300.001.301.300.000.001.300.000.000.000.001.300.00101.000.001.301.300.000.001.300.000.000.000.001.000.00111.300.001.001.000.000.001.300.000.000.000.001.300.00121.000.001.001.000.000.001.300.000.000.000.001.000.00131.300.001.301.300.001.501.300.000.000.000.001.300.00141.000.001.301.300.001.501.300.000.000.000.001.000.00151.300.001.001.000.001.501.300.000.000.000.001.300.00161.000.001.001.000.001.501.300.000.000.000.001.000.00171.300.001.301.301.500.001.300.000.000.000.001.301.50181.000.001.301.301.500.001.300.000.000.000.001.001.50191.300.001.001.001.500.001.300.000.000.000.001.301.50201.000.001.001.001.500.001.300.000.000.000.001.001.50211.300.001.301.301.501.501.300.000.000.000.001.301.50221.000.001.301.301.501.501.300.000.000.000.001.001.50231.300.001.001.001.501.501.300.000.000.000.001.301.50241.000.001.001.001.501.501.300.000.000.000.001.001.50251.300.001.301.000.000.001.300.000.000.000.001.300.00261.000.001.301.000.000.001.300.000.000.000.001.000.00271.300.001.001.300.000.001.300.000.000.000.001.300.00281.000.001.001.300.000.001.300.000.000.000.001.000.00291.300.001.301.000.001.501.300.000.000.000.001.300.00301.000.001.301.000.001.501.300.000.000.000.001.000.00311.300.001.001.300.001.501.300.000.000.000.001.300.00321.000.001.001.300.001.501.300.000.000.000.001.000.00331.300.001.301.001.500.001.300.000.000.000.001.301.50341.000.001.301.001.500.001.300.000.000.000.001.001.50351.300.001.001.301.500.001.300.000.000.000.001.301.50361.000.001.001.301.500.001.300.000.000.000.001.001.50371.300.001.301.001.501.501.300.000.000.000.001.301.50381.000.001.301.001.501.501.300.000.000.000.001.001.50391.300.001.001.301.501.501.300.000.000.000.001.301.50401.000.001.001.301.501.501.300.000.000.000.001.001.50 8.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11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.001.001.000.000.000.000.001.000.0051.000.001.001.001.000.001.000.000.000.000.001.001.0061.000.001.001.000.900.901.000.000.000.000.001.000.90 9.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11.001.000.000.000.000.000.001.000.000.000.001.000.0021.001.000.000.000.000.000.000.000.000.000.001.000.0031.000.001.001.000.000.001.000.000.000.000.001.000.0041.000.001.001.000.000.501.000.000.000.000.001.000.0051.000.001.001.000.000.001.000.000.000.000.001.000.0061.000.001.001.000.000.501.000.000.000.000.001.000.00四、地基承载力及沉降计算 fa=250.0kPa 基底控制压力: pk=(结构自重+覆土重+池内水重)/底板面积 =(10423.90kN+11037.04kN+1167.77kN)/97.69m2 =232kPa＜fa=250kPa 满足要求 水池沉降值:19.5mm五、抗浮验算 Ksb=SGik/(qfw,kAF)=21760.94/5434.85=4.004>1.05,满足要求注：局部抗浮验算仅考虑了柱的附加恒载。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3-21-24-6-33-21边291.1-352.013150316@1002011291.1-352.013150316@100201121-24边291.3-77.51150416@1002011291.3-77.51150416@100201124-6边263.5-320.713135616@1002011263.5-320.713135616@10020116-3边176.6-326.913120016@1501340176.6-326.913120016@1501340跨中x方向-184.6-93.41120014@1001539-184.6-93.41120014@1001539跨中y方向-153.3-97.91120014@1001539-153.3-97.91120014@1001539底板8-14-15-9-88-14边22.6-97.713120016@150134022.6-97.713120016@150134014-15边-21.628.71120016@1501340-21.628.71120016@150134015-9边-29.2-9.213120016@1501340-29.2-9.213120016@15013409-8边206.1-283.113120014@1001539206.1-283.113120014@1001539跨中x方向-10.236.41120016@1501340-10.236.41120016@1501340跨中y方向71.3-275.914120016@150134071.3-275.914120016@1501340底板14-20-21-15-1414-20边31.0-161.013120016@150134031.0-161.013120016@150134020-21边-14.429.51120016@1501340-14.429.51120016@150134021-15边1.351.81120016@15013401.351.81120016@150134015-14边43.3-254.814120016@150134043.3-254.814120016@1501340跨中x方向-8.635.41120016@1501340-8.635.41120016@1501340跨中y方向-52.627.21120016@1501340-52.627.21120016@1501340底板7-31-32-8-77-31边105.9-213.513120016@1501340105.9-213.513120016@150134031-32边54.2-72.41120016@150134054.2-72.41120016@150134032-8边93.2-314.013120016@150134093.2-314.013120016@15013408-7边56.7-72.11120016@150134056.7-72.11120016@1501340跨中x方向-91.0-31.51120016@1501340-91.0-31.51120016@1501340跨中y方向-55.3-80.61120016@1501340-55.3-80.61120016@1501340底板20-26-27-21-2020-26边34.4-172.413120016@150134034.4-172.413120016@150134026-27边-19.729.21120016@1501340-19.729.21120016@150134027-21边2.944.81120016@15013402.944.81120016@150134021-20边-12.429.61120016@1501340-12.429.61120016@1501340跨中x方向-11.931.31120016@1501340-11.931.31120016@1501340跨中y方向-60.426.11120016@1501340-60.426.11120016@1501340底板26-32-33-27-2626-32边23.1-118.613120016@150134023.1-118.613120016@150134032-33边208.2-290.013120014@1001539208.2-290.013120014@100153933-27边-31.28.813120016@1501340-31.28.813120016@150134027-26边-25.928.31120016@1501340-25.928.31120016@1501340跨中x方向-13.724.71120016@1501340-13.724.71120016@1501340跨中y方向-57.927.91120016@1501340-57.927.91120016@1501340底板21-39-42-24-2121-39边291.8-359.913150716@1002011291.8-359.913150716@100201139-42边180.0-317.413120016@1501340180.0-317.413120016@150134042-24边258.9-322.813133116@1002011258.9-322.813133116@100201124-21边285.2-78.71147116@1002011285.2-78.71147116@1002011跨中x方向-182.0-93.11120014@1001539-182.0-93.11120014@1001539跨中y方向-155.1-96.01120014@1001539-155.1-96.01120014@1001539壁板6-36边183.1-260.814114914@1001539183.1-260.814114914@10015393边169.2-219.314106014@1201283169.2-219.314106014@1201283下边168.1-359.713105212@1001131168.1-359.713105212@1001131上边10.7-24.713100014@150102610.7-24.713100014@1501026跨中水平-81.4-213.114100014@1501026-81.4-213.114100014@1501026跨中竖直64.4-296.21100014@150102664.4-296.21100014@1501026壁板3-93边144.0-233.914100012@1001131144.0-233.914100012@10011319边73.4-118.013100014@150102673.4-118.013100014@1501026下边261.7-426.013166716@1002011261.7-426.013166716@1002011上边-0.9-9.014100014@1501026-0.9-9.014100014@1501026跨中水平-38.8-207.114100014@1501026-38.8-207.114100014@1501026跨中竖直103.1-362.61100014@1501026103.1-362.61100014@1501026壁板24-624边198.9-177.314125214@1001539198.9-177.314125214@10015396边160.3-254.514100212@1001131160.3-254.514100212@1001131下边201.3-308.013126814@1001539201.3-308.013126814@1001539上边1.8-4.214100014@15010261.8-4.214100014@1501026跨中水平90.5-178.714100014@150102690.5-178.714100014@1501026跨中竖直64.3-252.51100014@150102664.3-252.51100014@1501026壁板8-78边133.8-102.314100012@1001131133.8-102.314100012@10011317边54.4-158.614100014@150102654.4-158.614100014@1501026下边30.4-167.21100014@150102630.4-167.21100014@1501026上边1.4-8.914100014@15010261.4-8.914100014@1501026跨中水平83.9-95.814100014@150102683.9-95.814100014@1501026跨中竖直17.1-100.214100014@150102617.1-100.214100014@1501026壁板9-89边132.924.614100012@1001131132.924.614100012@10011318边138.1-98.614100012@1001131138.1-98.614100012@1001131下边177.4-218.613111314@1001539177.4-218.613111314@1001539上边-0.7-12.313100014@1501026-0.7-12.313100014@1501026跨中水平-109.2-26.214100012@1001131-109.2-26.214100012@1001131跨中竖直-69.8-136.314100014@1501026-69.8-136.314100014@1501026壁板7-317边67.4-67.214100014@150102667.4-67.214100014@150102631边64.9-67.114100014@150102664.9-67.114100014@1501026下边65.1-245.513100014@150102665.1-245.513100014@1501026上边-0.32.114100014@1501026-0.32.114100014@1501026跨中水平-53.0-47.414100014@1501026-53.0-47.414100014@1501026跨中竖直-26.4-147.114100014@1501026-26.4-147.114100014@1501026壁板8-148边11.9-321.2145008@10050311.9-321.2145008@10050314边-2.742.415008@100503-2.742.415008@100503下边-4.0-122.3135008@100503-4.0-122.3135008@100503上边-0.44.6105008@100503-0.44.6105008@100503跨中水平6.8-307.7135008@1005036.8-307.7135008@100503跨中竖直1.5-85.7145008@1005031.5-85.7145008@100503壁板9-159边-59.3-283.21483912@120942-59.3-283.21483912@12094215边-9.4-198.6135008@100503-9.4-198.6135008@100503下边60.8-144.31386112@12094260.8-144.31386112@120942上边-2.5-7.0145008@100503-2.5-7.0145008@100503跨中水平-26.5-281.7145008@100503-26.5-281.7145008@100503跨中竖直15.5-92.215008@10050315.5-92.215008@100503壁板14-1514边6.035.3145008@1005036.035.3145008@10050315边-9.417.8145008@100503-9.417.8145008@100503下边-14.3-121.815008@100503-14.3-121.815008@100503上边-0.4-0.7145008@100503-0.4-0.7145008@100503跨中水平-7.118.2145008@100503-7.118.2145008@100503跨中竖直-5.3-105.515008@100503-5.3-105.515008@100503壁板14-2014边-2.749.915008@100503-2.749.915008@10050320边21.6-84.5145008@10050321.6-84.5145008@100503下边-10.4-216.2135008@100503-10.4-216.2135008@100503上边1.2-9.4145008@1005031.2-9.4145008@100503跨中水平8.8-84.5145008@1005038.8-84.5145008@100503跨中竖直1.7-15.0145008@1005031.7-15.0145008@100503壁板15-2115边-13.3-283.2145008@100503-13.3-283.2145008@10050321边52.6-244.61473912@15075452.6-244.61473912@150754下边40.818.91371812@15075440.818.91371812@150754上边1.30.795008@1005031.30.795008@100503跨中水平-18.2-289.4135008@100503-18.2-289.4135008@100503跨中竖直-25.4-146.7135008@100503-25.4-146.7135008@100503壁板20-2120边5.6-13.315008@1005035.6-13.315008@10050321边-5.09.725008@100503-5.09.725008@100503下边-12.9-147.515008@100503-12.9-147.515008@100503上边0.1-1.815008@1005030.1-1.815008@100503跨中水平-2.9-15.315008@100503-2.9-15.315008@100503跨中竖直-4.8-127.715008@100503-4.8-127.715008@100503壁板21-2421边-1.9137.715008@100503-1.9137.715008@10050324边-6.5148.815008@100503-6.5148.815008@100503下边11.8-757.915008@10050311.8-757.915008@100503上边0.4-48.3135008@1005030.4-48.3135008@100503跨中水平-2.6107.815008@100503-2.6107.815008@100503跨中竖直3.9-525.015008@1005033.9-525.015008@100503壁板20-2620边22.0-84.7145008@10050322.0-84.7145008@10050326边-2.451.015008@100503-2.451.015008@100503下边-10.4-226.6135008@100503-10.4-226.6135008@100503上边1.0-9.2145008@1005031.0-9.2145008@100503跨中水平-2.648.215008@100503-2.648.215008@100503跨中竖直1.5-23.1145008@1005031.5-23.1145008@100503壁板21-2721边48.2-247.61467512@15075448.2-247.61467512@15075427边-12.0-280.0145008@100503-12.0-280.0145008@100503下边44.6-2.11362212@15075444.6-2.11362212@150754上边1.6-0.9145008@1005031.6-0.9145008@100503跨中水平-17.3-274.2135008@100503-17.3-274.2135008@100503跨中竖直-25.6-139.2135008@100503-25.6-139.2135008@100503壁板42-2442边164.9-252.214103212@1001131164.9-252.214103212@100113124边194.6-175.814122414@1001539194.6-175.814122414@1001539下边233.5-313.013147914@1001539233.5-313.013147914@1001539上边1.1-2.810100014@15010261.1-2.810100014@1501026跨中水平-87.2-201.414100014@1501026-87.2-201.414100014@1501026跨中竖直92.3-290.613100014@150102692.3-290.613100014@1501026壁板26-2726边-8.915.8145008@100503-8.915.8145008@10050327边10.319.6145008@10050310.319.6145008@100503下边13.9-137.015008@10050313.9-137.015008@100503上边0.5-0.5145008@1005030.5-0.5145008@100503跨中水平7.919.9145008@1005037.919.9145008@100503跨中竖直5.1-120.615008@1005035.1-120.615008@100503壁板26-3226边-2.544.415008@100503-2.544.415008@10050332边13.0-321.6145008@10050313.0-321.6145008@100503下边-4.3-136.2135008@100503-4.3-136.2135008@100503上边-0.43.1105008@100503-0.43.1105008@100503跨中水平6.4-308.8145008@1005036.4-308.8145008@100503跨中竖直1.4-87.2145008@1005031.4-87.2145008@100503壁板27-3327边-9.9-195.2145008@100503-9.9-195.2145008@10050333边-59.6-283.31484312@120942-59.6-283.31484312@120942下边68.3-169.11397514@150102668.3-169.11397514@1501026上边-2.5-6.7145008@100503-2.5-6.7145008@100503跨中水平-26.2-281.7145008@100503-26.2-281.7145008@100503跨中竖直16.4-112.715008@10050316.4-112.715008@100503壁板31-3231边54.1-157.614100014@150102654.1-157.614100014@150102632边132.5-101.814100012@1001131132.5-101.814100012@1001131下边30.3-169.81100014@150102630.3-169.81100014@1501026上边1.3-7.514100014@15010261.3-7.514100014@1501026跨中水平82.3-94.514100014@150102682.3-94.514100014@1501026跨中竖直16.7-104.014100014@150102616.7-104.014100014@1501026壁板32-3332边138.0-100.214100012@1001131138.0-100.214100012@100113133边124.119.314100012@1001131124.119.314100012@1001131下边181.7-237.013114014@1001539181.7-237.013114014@1001539上边-0.7-10.414100014@1501026-0.7-10.414100014@1501026跨中水平-111.6-30.314100012@1001131-111.6-30.314100012@1001131跨中竖直-71.1-147.314100014@1501026-71.1-147.314100014@1501026壁板33-3933边-70.5-339.113100014@1501026-70.5-339.113100014@150102639边149.9-233.614100012@1001131149.9-233.614100012@1001131下边268.1-430.513171016@1002011268.1-430.513171016@1002011上边-0.9-8.114100014@1501026-0.9-8.114100014@1501026跨中水平-42.5-211.014100014@1501026-42.5-211.014100014@1501026跨中竖直106.4-399.513100014@1501026106.4-399.513100014@1501026壁板39-4239边171.7-217.614107514@1201283171.7-217.614107514@120128342边183.0-258.514114914@1001539183.0-258.514114914@1001539下边210.2-355.113132614@1001539210.2-355.113132614@1001539上边11.0-25.213100014@150102611.0-25.213100014@1501026跨中水平-81.1-214.114100014@1501026-81.1-214.114100014@1501026跨中竖直88.3-324.913100014@150102688.3-324.913100014@1501026七、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3-21-24-6-33-21边21-24边24-6边6-3边跨中x方向跨中y方向底板8-14-15-9-88-14边14-15边15-9边9-8边跨中x方向跨中y方向底板14-20-21-15-1414-20边20-21边21-15边1.039.810.071.039.810.0715-14边-3.925.010.08-3.925.010.08跨中x方向-6.627.210.10-6.627.210.10跨中y方向底板7-31-32-8-77-31边31-32边32-8边8-7边跨中x方向跨中y方向底板20-26-27-21-2020-26边26-27边27-21边2.234.510.082.234.510.0821-20边0.08.210.010.08.210.01跨中x方向跨中y方向底板26-32-33-27-2626-32边32-33边33-27边27-26边跨中x方向跨中y方向底板21-39-42-24-2121-39边39-42边42-24边24-21边跨中x方向跨中y方向壁板6-36边3边下边上边跨中水平-13.594.210.36-13.594.210.36跨中竖直壁板3-93边9边下边上边跨中水平3.667.010.183.667.010.18跨中竖直壁板24-624边6边下边上边跨中水平3.666.110.183.666.110.18跨中竖直壁板8-78边7边下边上边跨中水平-1.634.610.09-1.634.610.09跨中竖直壁板9-89边8边下边上边跨中水平0.144.340.090.144.340.09跨中竖直壁板7-317边31边下边上边0.11.040.000.11.040.00跨中水平0.131.010.060.131.010.06跨中竖直壁板8-148边0.950.510.250.950.510.2514边-2.132.610.24-2.132.610.24下边上边跨中水平-0.435.910.16-0.435.910.16跨中竖直壁板9-159边1.932.010.221.932.010.2215边1.427.810.181.427.810.18下边上边跨中水平1.528.410.191.528.410.19跨中竖直壁板14-1514边15边下边上边跨中水平跨中竖直壁板14-2014边-2.138.410.26-2.138.410.2620边-2.837.210.29-2.837.210.29下边上边跨中水平-2.236.410.26-2.236.410.26跨中竖直壁板15-2115边-0.919.810.13-0.919.810.1321边-2.630.210.00-2.630.210.00下边上边-0.01.710.01-0.01.710.01跨中水平-1.029.010.17-1.029.010.17跨中竖直-0.11.710.01-0.11.710.01壁板20-2120边-0.35.110.03-0.35.110.0321边0.39.610.050.39.610.05下边上边跨中水平0.113.510.060.113.510.06跨中竖直壁板21-2421边-1.5105.910.49-1.5105.910.4924边-5.0114.410.71-5.0114.410.71下边上边跨中水平-2.082.910.43-2.082.910.43跨中竖直壁板20-2620边-2.838.510.30-2.838.510.3026边-1.839.210.25-1.839.210.25下边上边跨中水平-2.037.110.25-2.037.110.25跨中竖直壁板21-2721边-2.031.010.23-2.031.010.2327边2.533.210.262.533.210.26下边上边-0.01.710.01-0.01.710.01跨中水平-1.129.410.17-1.129.410.17跨中竖直壁板42-2442边24边下边上边跨中水平-2.969.210.17-2.969.210.17跨中竖直壁板26-2726边27边下边上边跨中水平跨中竖直壁板26-3226边-2.329.210.24-2.329.210.2432边0.751.710.240.751.710.24下边上边跨中水平-1.035.310.19-1.035.310.19跨中竖直壁板27-3327边1.428.510.181.428.510.1833边2.132.510.242.132.510.24下边上边跨中水平1.228.910.171.228.910.17跨中竖直壁板31-3231边32边下边上边跨中水平-1.533.610.09-1.533.610.09跨中竖直壁板32-3332边33边下边上边跨中水平-6.432.540.15-6.432.540.15跨中竖直壁板33-3933边39边下边上边跨中水平2.767.610.172.767.610.17跨中竖直壁板39-4239边-27.5130.510.00-27.5130.510.0042边下边上边跨中水平-9.294.610.30-9.294.610.30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3-21-24-6-33-21边222.5-266.940.1621-24边224.1-59.610.1924-6边201.4-243.240.146-3边134.8-247.940.17跨中x方向-138.8-52.610.17跨中y方向-115.2-58.510.1480.7-38.910.10底板8-14-15-9-88-14边9.54.310.0214-15边-16.622.110.0415-9边-22.2-7.540.049-8边154.2-211.540.15跨中x方向-7.828.010.03跨中y方向-37.522.210.0745.5-206.640.02底板14-20-21-15-1414-20边17.39.210.0320-21边-10.723.710.032.3-1.210.0021-15边15-14边-10.323.210.03跨中x方向-11.5-6.510.02跨中y方向-40.521.010.08底板7-31-32-8-77-31边80.6-160.840.1031-32边41.7-55.710.0632-8边38.42.610.068-7边43.6-55.410.06跨中x方向-68.9-5.810.13跨中y方向-42.5-62.010.06底板20-26-27-21-2020-26边19.46.610.0426-27边-15.222.510.041.21.110.0027-21边21-20边-9.622.710.03跨中x方向-9.224.110.03跨中y方向-46.520.110.09底板26-32-33-27-2626-32边11.2-0.810.0232-33边155.7-216.640.1533-27边-23.55.840.0427-26边-19.921.810.04跨中x方向-10.619.010.03跨中y方向-44.521.410.08底板21-39-42-24-2121-39边222.9-272.740.1639-42边137.4-240.740.1842-24边197.8-244.740.1424-21边219.4-60.510.19跨中x方向-136.9-52.410.17跨中y方向-116.6-56.810.1469.1-39.810.08壁板6-36边-45.8130.410.10133.9-193.140.153边-44.1130.710.13124.3-164.240.19下边128.4-276.740.19上边8.0-18.640.02跨中水平-59.6-152.840.1146.1-173.840.06跨中竖直-33.4-142.740.0424.525.810.08壁板3-93边-27.8123.210.11105.5-174.740.179边-14.225.110.0554.7-87.040.12下边199.4-326.640.14上边0.5-3.330.00跨中水平-27.9-152.340.0220.3-109.740.01跨中竖直-38.4-205.240.0379.3-279.010.11壁板24-624边-37.81.910.05145.8-130.540.176边-35.9126.110.13117.0-188.840.19下边153.4-236.840.16上边-0.5-3.140.001.3-3.540.00跨中水平-64.2-144.340.1366.4-129.940.14跨中竖直-40.5-139.240.0631.820.410.09壁板8-78边-9.511.710.0297.7-76.840.187边-14.650.010.0739.8-118.640.07下边23.4-128.610.01上边跨中水平-4.5-0.810.0160.9-71.640.15跨中竖直壁板9-89边-13.5-29.110.0297.834.140.208边-8.07.610.02101.1-74.640.19下边132.4-164.640.15上边跨中水平-79.8-21.840.1615.8-54.440.02跨中竖直-51.7-117.740.10壁板7-317边-14.946.510.0749.3-50.840.1231边-13.946.110.0747.5-50.840.12下边49.5-189.740.06上边-0.30.140.000.2-1.530.00跨中水平-38.9-36.040.108.410.010.03跨中竖直-19.4-124.140.00壁板8-148边-6.0-59.440.0214边2.818.210.04下边上边-0.32.930.00跨中水平跨中竖直壁板9-159边-42.5-205.440.115.7-4.210.0215边下边46.2-110.240.14上边-1.7-4.240.010.3-1.310.00跨中水平-19.0-204.240.044.3-3.610.03跨中竖直-10.3-122.340.0212.0-70.910.06壁板14-1514边-3.7-14.410.024.324.540.0615边-6.412.140.065.6-7.210.04下边-11.0-93.710.048.1-89.110.02上边-0.2-1.140.000.2-0.940.00跨中水平-5.012.340.053.321.940.05跨中竖直壁