-酒厂污水处理池-污水组合池计算书

-PAGE1-水池计算书项目名称__酒厂污水处理池__________设计_____________校对_____________审核_____________计算时间2022年9月2日（星期五）16:15一、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):-5.85 水池类型:有盖水池 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:500mm 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 主动土压力系数:0.33 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1-3-5-2-115035350.000顶板3-6-7-4-315035350.000顶板4-7-8-5-415035350.000顶板7-14-15-8-715035353.000顶板8-16-17-9-815035353.000顶板9-24-25-10-915035353.000顶板10-25-26-11-1015035353.000顶板11-26-27-12-1115035353.000顶板16-23-24-17-1615035353.000顶板6-38-39-7-615035350.000顶板20-28-29-21-2015035353.000顶板21-29-30-22-2115035353.000顶板18-31-32-19-1815035353.000顶板23-33-34-24-2315035353.000顶板26-44-45-27-2615035353.000顶板24-42-43-25-2415035353.000顶板25-43-44-26-2515035353.000顶板33-41-42-34-3315035353.000顶板35-39-40-36-3515035353.000顶板36-40-41-37-3615035353.000底板1-3-5-2-16003550-1.550底板3-6-7-4-36003550-5.000底板4-7-8-5-46003550-5.000底板7-14-15-8-76003550-5.000底板8-16-17-9-86003550-5.000底板12-18-19-13-126003550-5.000底板9-24-25-10-96003550-5.000底板10-25-26-11-106003550-5.000底板11-26-27-12-116003550-5.000底板14-20-22-15-146003550-5.000底板16-23-24-17-166003550-5.000底板6-38-39-7-66003550-5.000底板20-28-29-21-206003550-5.000底板21-29-30-22-216003550-5.000底板18-31-32-19-186003550-5.000底板23-33-34-24-236003550-5.000底板26-44-45-27-266003550-5.000底板28-35-37-30-286003550-5.000底板24-42-43-25-246003550-5.000底板25-43-44-26-256003550-5.000底板31-45-46-32-316003550-5.000底板33-41-42-34-336003550-5.000底板35-39-40-36-356003550-5.000底板36-40-41-37-366003550-5.000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2-12002003535-1.5500.000直壁板1-32002003535-1.5500.000直壁板5-22002003535-1.5500.000直壁板3-430030035--5.0000.000直壁板4-530030035--5.0000.000直壁板3-63003003535-5.0000.000直壁板7-430030035--5.0000.000直壁板8-53003003535-5.0000.000直壁板6-730030035--5.0000.000直壁板7-830030035--5.0003.000直壁板9-83503503535-5.0003.000直壁板10-93503503535-5.0003.000直壁板11-103503503535-5.0003.000直壁板12-113503503535-5.0003.000直壁板13-123503503535-5.0003.000直壁板14-730030035--5.0003.000直壁板15-830030035--5.0003.000直壁板14-1530030035--5.0003.000直壁板17-930030035--5.0003.000直壁板18-1230030035--5.0003.000直壁板19-133503503535-5.0003.000直壁板16-1530030035--5.0003.000直壁板17-1620020035--5.0003.000直壁板25-1030030035--5.0003.000直壁板26-1130030035--5.0003.000直壁板20-1430030035--5.0003.000直壁板19-1830030035--5.0003.000直壁板22-1630030035--5.0003.000直壁板24-1730030035--5.0003.000直壁板27-1830030035--5.0003.000直壁板20-2130030035--5.0003.000直壁板21-2230030035--5.0003.000直壁板23-2230030035--5.0003.000直壁板6-383003003535-5.0000.000直壁板28-2030030035--5.0003.000直壁板21-2930030035--5.0003.000直壁板23-2430030035--5.0003.000直壁板24-2530030035--5.0003.000直壁板25-2630030035--5.0003.000直壁板26-2730030035--5.0003.000直壁板32-193503503535-5.0003.000直壁板30-2330030035--5.0003.000直壁板28-2930030035--5.0003.000直壁板29-3030030035--5.0003.000直壁板31-2730030035--5.0003.000直壁板34-2430030035--5.0003.000直壁板30-3330030035--5.0003.000直壁板32-3130030035--5.0003.000直壁板35-2830030035--5.0003.000直壁板33-3420020035--5.0003.000直壁板43-2530030035--5.0003.000直壁板44-2630030035--5.0003.000直壁板37-3330030035--5.0003.000直壁板45-3130030035--5.0003.000直壁板46-323503503535-5.0003.000直壁板42-3430030035--5.0003.000直壁板35-3630030035--5.0003.000直壁板36-3730030035--5.0003.000直壁板39-3530030035--5.0003.000直壁板36-4030030035--5.0003.000直壁板41-3730030035--5.0003.000直壁板38-393003003535-5.0000.000直壁板39-403003003535-5.0003.000直壁板40-413003003535-5.0003.000直壁板41-423503503535-5.0003.000直壁板42-433503503535-5.0003.000直壁板43-443503503535-5.0003.000直壁板44-453503503535-5.0003.000直壁板45-463503503535-5.0003.000 4.土层信息 4.1岩土性能参数表层号岩土名称重度(kN/m3)压缩模量Es(MPa)承载力fak(kPa)修正系数b修正系数d调整系数a1a土层名称20151501.01.01.0 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：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：否 验算裂缝：是 6.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246.8355.650.00540.500.000.000.000.00842.99水池容积(m3)2572.12土方量(m3)63101.86三、荷载计算 1.结构自重及覆土重 结构自重:24600.34kN 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）:112316.32kN 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)1-3-5-2-1第1层1.4014.003-6-7-4-3第1层4.8548.504-7-8-5-4第1层4.8548.506-38-39-7-6第1层4.8548.507-14-15-8-7第1层7.8578.508-16-17-9-8第1层7.8578.509-24-25-10-9第1层7.8578.5010-25-26-11-10第1层7.8578.5011-26-27-12-11第1层7.8578.5012-18-19-13-12第1层8.0080.0014-20-22-15-14第1层8.0080.0016-23-24-17-16第1层7.8578.5018-31-32-19-18第1层7.8578.5020-28-29-21-20第1层7.8578.5021-29-30-22-21第1层7.8578.5023-33-34-24-23第1层7.8578.5024-42-43-25-24第1层7.8578.5025-43-44-26-25第1层7.8578.5026-44-45-27-26第1层7.8578.5028-35-37-30-28第1层8.0080.0031-45-46-32-31第1层8.0080.0033-41-42-34-33第1层7.8578.5035-39-40-36-35第1层7.8578.5036-40-41-37-36第1层7.8578.50 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)1-3-5-2-10.000.000.003-6-7-4-30.000.000.004-7-8-5-40.000.000.006-38-39-7-60.000.000.007-14-15-8-73.000.000.008-16-17-9-83.000.000.009-24-25-10-93.000.000.0010-25-26-11-103.000.000.0011-26-27-12-113.000.000.0012-18-19-13-1214-20-22-15-1416-23-24-17-163.000.000.0018-31-32-19-183.000.000.0020-28-29-21-203.000.000.0021-29-30-22-213.000.000.0023-33-34-24-233.000.000.0024-42-43-25-243.000.000.0025-43-44-26-253.000.000.0026-44-45-27-263.000.000.0028-35-37-30-2831-45-46-32-3133-41-42-34-333.000.000.0035-39-40-36-353.000.000.0036-40-41-37-363.000.000.00 4.池外土侧压力标高(m)池外土侧压力(kN/m2)-1.559.21-5.0029.70 5.顶板活载顶板编号顶板活载(kN/m2)注1-3-5-2-14.00采用活荷载3-6-7-4-34.00采用活荷载4-7-8-5-44.00采用活荷载6-38-39-7-64.00采用活荷载7-14-15-8-74.00采用活荷载8-16-17-9-84.00采用活荷载9-24-25-10-94.00采用活荷载10-25-26-11-104.00采用活荷载11-26-27-12-114.00采用活荷载12-18-19-13-12-采用活荷载14-20-22-15-14-采用活荷载16-23-24-17-164.00采用活荷载18-31-32-19-184.00采用活荷载20-28-29-21-204.00采用活荷载21-29-30-22-214.00采用活荷载23-33-34-24-234.00采用活荷载24-42-43-25-244.00采用活荷载25-43-44-26-254.00采用活荷载26-44-45-27-264.00采用活荷载28-35-37-30-28-采用活荷载31-45-46-32-31-采用活荷载33-41-42-34-334.00采用活荷载35-39-40-36-354.00采用活荷载36-40-41-37-364.00采用活荷载 6.池外水压力标高(m)池外水压力(kN/m2)-1.550.00-2.150.00-5.000.00-5.600.00 7.堆积荷载引起侧压力 pd=Ka×qd=0.33×10.00=3.30kN/m2 8.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61000.0081600.0091300.0010650.0011650.00121300.0013850.00381500.00412100.00421800.0043900.0044900.00451800.00461100.00 9.水平地震作用 顶板的自重惯性力顶板编号自重惯性力(kN/m2)1-3-5-2-10.093-6-7-4-30.094-7-8-5-40.096-38-39-7-60.097-14-15-8-70.098-16-17-9-80.099-24-25-10-90.0910-25-26-11-100.0911-26-27-12-110.0912-18-19-13-12-14-20-22-15-14-16-23-24-17-160.0918-31-32-19-180.0920-28-29-21-200.0921-29-30-22-210.0923-33-34-24-230.0924-42-43-25-240.0925-43-44-26-250.0926-44-45-27-260.0928-35-37-30-28-31-45-46-32-31-33-41-42-34-330.0935-39-40-36-350.0936-40-41-37-360.09 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1-20.13--0.273-10.13--0.275-20.13--0.273-40.194-50.196-30.19--0.867-40.198-50.19--0.866-70.197-80.198-90.22--0.869-100.22--0.8610-110.22--0.8611-120.22--0.8612-130.22--0.8614-70.1915-80.1914-150.1917-90.1918-120.1919-130.22--0.8616-150.1917-160.1325-100.1926-110.1920-140.1919-180.1922-160.1924-170.1927-180.1920-210.1921-220.1923-220.196-380.19--0.8628-200.1921-290.1923-240.1924-250.1925-260.1926-270.1932-190.22--0.8630-230.1928-290.1929-300.1931-270.1934-240.1930-330.1932-310.1935-280.1933-340.1343-250.1944-260.1937-330.1945-310.1946-320.22--0.8642-340.1935-360.1936-370.1939-350.1936-400.1941-370.1938-390.19--0.8639-400.19--0.8640-410.19--0.8641-420.22--0.8642-430.22--0.8643-440.22--0.8644-450.22--0.8645-460.22--0.86 10.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11.301.270.000.000.000.000.001.500.000.000.001.300.0021.001.270.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001.300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051.301.270.000.000.000.000.000.000.000.000.001.300.0061.001.270.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001.300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.301.271.271.271.351.351.271.350.000.000.001.301.35101.300.001.271.270.000.001.270.000.000.000.001.300.00111.000.001.271.270.000.001.270.000.000.000.001.000.00121.300.001.001.000.000.001.270.000.000.000.001.300.00131.000.001.001.000.000.001.270.000.000.000.001.000.00141.300.001.271.270.001.501.270.000.000.000.001.300.00151.000.001.271.270.001.501.270.000.000.000.001.000.00161.300.001.001.000.001.501.270.000.000.000.001.300.00171.000.001.001.000.001.501.270.000.000.000.001.000.00181.300.001.271.271.500.001.270.000.000.000.001.301.50191.000.001.271.271.500.001.270.000.000.000.001.001.50201.300.001.001.001.500.001.270.000.000.000.001.301.50211.000.001.001.001.500.001.270.000.000.000.001.001.50221.300.001.271.271.351.351.270.000.000.000.001.301.35231.000.001.271.271.351.351.270.000.000.000.001.001.35241.300.001.001.001.351.351.270.000.000.000.001.301.35251.000.001.001.001.351.351.270.000.000.000.001.001.35261.300.001.271.000.000.001.270.000.000.000.001.300.00271.000.001.271.000.000.001.270.000.000.000.001.000.00281.300.001.001.270.000.001.270.000.000.000.001.300.00291.000.001.001.270.000.001.270.000.000.000.001.000.00301.300.001.271.000.001.501.270.000.000.000.001.300.00311.000.001.271.000.001.501.270.000.000.000.001.000.00321.300.001.001.270.001.501.270.000.000.000.001.300.00331.000.001.001.270.001.501.270.000.000.000.001.000.00341.300.001.271.001.500.001.270.000.000.000.001.301.50351.000.001.271.001.500.001.270.000.000.000.001.001.50361.300.001.001.271.500.001.270.000.000.000.001.301.50371.000.001.001.271.500.001.270.000.000.000.001.001.50381.300.001.271.001.351.351.270.000.000.000.001.301.35391.000.001.271.001.351.351.270.000.000.000.001.001.35401.300.001.001.271.351.351.270.000.000.000.001.301.35411.000.001.001.271.351.351.270.000.000.000.001.001.35 11.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 12.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 桩基础，不需要进行地基承载力及沉降计算五、抗浮验算 桩基础，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1-3-4-5-21-3边-126.7352.19120016@100201178.9479.79120016@12016763-4边275.1348.69120014@1251232275.1348.69197120@10031424-5边314.51681.52120040@12510053314.51681.52403528@10061585-2边-171.0127.79120014@1001539119.6505.79134716@10020112-1边-190.7514.89174422@1253041-190.7514.89120014@1251232跨中x方向41.8232.01120014@1251232108.5111.19120014@1201283跨中y方向113.520.79120014@1251232120.1204.29120014@1001539底板3-6-7-43-6边-29.6139.01120014@125123220.472.41120014@12512326-7边-279.161.69159416@1002011-279.161.69120014@12512327-4边54.9399.51120016@150134054.9399.51120016@15013404-3边-70.3110.11120014@12512329.0-25.733120014@1251232跨中x方向-16.7311.76120014@125123215.5226.85120014@1251232跨中y方向-24.8124.21120014@1251232-20.2116.51120014@1251232底板4-7-8-54-7边31.2463.31120014@125123231.2463.31120014@12512327-8边-131.7873.45192122@125304136.8246.41120014@12512328-5边-87.8732.75148925@2002454-87.8732.75120025@20024545-4边-68.7103.21120014@125123210.869.79120014@1251232跨中x方向24.0377.55120014@125123230.5365.49120014@1251232跨中y方向-5.9146.31120014@125123215.4211.71120014@1251232底板7-14-15-87-14边45.7503.71120014@100153946.2503.65120014@100153914-15边30.9460.61120014@125123230.9460.61120014@125123215-8边-99.7791.51163420@1252513-99.7791.51120020@12525138-7边-167.7404.59146720@125251330.6183.89120014@1001539跨中x方向34.6653.61120022@200190134.6653.61120022@2001901跨中y方向19.1386.71120014@125123219.1386.71120014@1251232底板8-15-16-17-98-15边-431.3830.45348228@1006158-188.7876.31120022@100380115-16边-125.9676.11161920@1252513-125.9676.11120020@125251316-17边-54.7472.71120016@1002011217.1170.71140916@100201117-9边-231.8687.19220622@1003801-113.4801.71120018@10025459-8边-206.7433.95171920@100314271.963.59120014@1251232跨中x方向-33.1817.75131225@200245442.3854.71141325@2002454跨中y方向-44.5548.91120016@120167658.8536.81120014@1251232底板12-18-19-1312-18边-185.6267.29137316@1002011-97.8418.61120014@100153918-19边25.2432.12120014@125123225.2432.12120014@125123219-13边-184.7628.29186720@125251368.7173.81120014@125123213-12边-301.6700.69260125@100490971.5204.61120014@1251232跨中x方向39.8381.81120014@125123264.3347.19120014@1251232跨中y方向56.8344.51120014@125123266.2324.29120014@1251232底板9-17-24-25-109-17边-143.81111.31231825@2002454-143.81111.31120025@100490917-24边-150.11072.51229525@1204091-150.11072.51120025@120409124-25边-247.5251.89168620@1252513-247.5251.89120014@125123225-10边-162.6969.01222022@1003801-157.1977.21120022@100380110-9边-198.4320.65151616@100201180.9-25.49120014@1251232跨中x方向41.41136.31135722@100380162.91137.19191722@1003801跨中y方向-33.2376.45120014@100153972.3388.41120014@1001539底板10-25-26-1110-25边-159.8936.01216022@1003801-159.8936.01120022@100380125-26边-244.1194.59158916@1002011-244.1194.59120014@125123226-11边-165.9683.11184220@1003142-165.9683.11120022@125304111-10边-200.7294.21149216@100201174.0-15.19120014@1251232跨中x方向-11.7851.85124322@125304159.3924.31160322@1253041跨中y方向44.0337.71120014@125123261.3337.61120014@1201283底板11-26-27-18-1211-26边-228.0516.49194820@1003142-155.1615.71120018@100254526-27边-464.4103.43265322@1253041-464.4103.43120014@125123227-18边-296.6360.79210320@1003142-296.6360.79120014@125123218-12边-172.0396.31147816@1002011-104.6442.81120022@200190112-11边-329.7183.79203722@125304196.1357.01120016@1201676跨中x方向26.4520.21120014@100153944.8522.71120014@1001539跨中y方向29.9358.41120014@125123251.6329.05120014@1251232底板14-20-21-22-16-1514-20边-46.7353.91120014@125123221.0351.55120014@125123220-21边-59.8391.05120014@12512321.4550.71120014@125123221-22边-22.8522.01120014@12512322.2527.91120014@125123222-16边-66.8595.95120022@2001901-66.8595.95120022@200190116-15边-71.0640.21127016@1002011-71.0640.21120016@100201115-14边11.2543.71120014@125123211.2543.71120014@1251232跨中x方向27.3512.25120014@100153938.0495.55120014@1001539跨中y方向30.3511.41120018@180141430.3511.41120018@1801414底板16-22-23-24-1716-22边-135.3681.41167622@1253041-135.3681.41120018@100254522-23边-180.7616.55183222@10038015.343.06120014@125123223-24边-364.7292.99237822@100380135.9120.86120014@125123224-17边-77.3516.31120016@120167615.6281.25120016@120167617-16边77.8558.51120016@1002011213.0227.49146616@1002011跨中x方向-43.3654.19120025@200245447.9776.71133525@2002454跨中y方向-44.9492.61120014@100153956.5577.31120014@1001539底板6-38-39-35-28-20-14-76-38边-154.1211.05120016@100201185.7-66.49120014@125123238-39边-137.7327.75120016@100201177.3137.51120014@125123239-35边-542.18.69294225@100490930.5445.36120014@125123235-28边-142.049.39120014@120128358.8182.91120014@125123228-20边-548.0150.99317125@1004909113.275.25120014@125123220-14边-123.143.69120014@125123278.6194.25120014@120128314-7边-53.969.12120014@1251232107.8313.91120016@12016767-6边-165.6121.77120014@1001539-165.6121.77120014@1251232跨中x方向64.5285.61120014@1251232102.7189.89120014@1001539跨中y方向40.5235.41120014@125123250.1233.81120014@1251232底板20-28-29-2120-28边-445.8180.89266022@100380190.9186.35120014@100153928-29边-1.9394.71120014@1201283145.289.29120014@100153929-21边60.9376.65120016@150134060.9376.65120014@120128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