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1、高密度沉淀池+滤布滤池+加药间（1）高密度沉淀池下部水池计算书水池计算书项目名称_高密度沉淀池设计校对审核计算时间2023年10月30日（月期一）20:36一、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
2、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）:-1.84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：1.10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:0.2Omm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:25.0kNm32 .荷载信息顶板覆土厚度:默认顶板活荷载:2.5kNm2雪荷载分区:I区基本雪压：0.00kNm2上人水池顶盖：否池内水重度：IO-OkN
3、Zm3地面堆积荷载：10.0kNm2回填土重度:20.0kNm3回填土有效重度:20.0kNm3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:6板位置顶板1-3-10-2-1板厚(mm)200池内侧保护层厚度(mm)35池外侧保护层厚度(mm)35板顶部标高1.800顶板6-13-14-7-620035351.800顶板5-17-18-6-520035351.800顶板7-19-20-8-720035351.800顶板3-15-16-4-320035351.800顶板4-16/7-5420035351.800顶板8-20-21-9-82
4、0035351.800顶板9-21-22-10-920035351.800顶板13-28-29-14-1320035351.800顶板15-23-28-18-1520035351.800顶板19-29-34-22-1920035351.800顶板23-35-37-25-2320035351.800顶板32-38-40-34-3220035351.800顶板25-45-46-51-52-47-48-32-2520035351.800顶板35-49-50-37-3520035351.800顶板38-53-54-40-3820035351.800顶板455051-46-4520035351.800顶
5、板47-52-53-48-4720035351.800顶板49-55-56-54-4920035351.800底板1-3-10-2-14003535-5.450底板61314764003535-5.450底板51718-654003535-5.4507-19-20-8-74003535-5.450底板35J6-434003535-5.450底板41617544003535-5.450底板8-20-21-9-84003535-5.450底板9-21-22-10-94003535-5.450底板13-28-29-14-134003535-5.450底板15-23-28-18-154003535-5
6、.450底板19-29-34-22-194003535-5.450底板23-353725234003535-5.450底板32-38-40-34-324003535-5.450底板25-45-46-51-52-47-48-32-254003535-5.450底板35-49-50-37-354003535-5.450底板38-53-54-40-384003535-5.450底板45-50-51-46-454003535-5.450底板47-52-53-48-474003535-5.450底板49-55-56-54-494003535-5.450壁板位置顶部板厚(mm)底部板厚(mm)池内侧保护层
7、厚度(mm)池外侧保护层厚度(mm)壁板顶标高(m)壁板底标高(m)2-140040035351.800-2.1501-340040035351.800-2.15010-240040035351.800-2.1504-340040035-1.800-5.4505-440040035-1.800-5.4506-540040035-1.800-5.4507-640040035-1.800-5.4508-740040035-1.800-5.4509-840040035-1.800-5.45010-940040035-1.800-5.4506-1330030035-1.800-5.4507-14300
8、30035-1.800-5.4503-1540040035351.800-5.4504-1630030035-1.800-0.1405-1730030035-1.800-0.1408-2030030035-1.800-0.1409-2130030035-1.800-0.14022-1040040035351.800-5.45013-1420020035-1.800-5.45013-1830030035-1.800-5.45014-1930030035-1.800-5.45015-1640040035-1.800-1.55016-1740040035-1.800-1.55017-18400400
9、35-1.800-1.55019-2040040035-L800-1.55020-2140040035-1.800-1.55021-2240040035-1.800-1.55015-2340040035351.800-5.45018-2830030035-1.800-5.45019-2930030035-1.800-5.45034-2240040035351.800-5.45023-2540040035-0.100-5.45025-2840040035-L800-5.45028-2940040035-1.800-5.45029-3240040035-1.800-5.45032-34400400
10、35-0.100-5.45023-354004003535L800-5.45025-3740040035-1.800-5.45032-3840040035-1.800-5.45040-3440040035351.800-5.45035-3750050035-L800-4.45038-4050050035-1.800-4.45035-4940040035351.800-5.45037-4540040035-1.800-5.45038-4840040035-1.800-5.45054-4040040035351.800-5.45045-4640040035-1.800-5.45047-484004
11、0035-1.800-5.45045-5040040035-1.800-5.45046-5140040035-1.800-5.45047-5240040035-1.800-5.45048-5340040035-1.800-5.45049-5040040035-1.800-5.45050-5140040035-1.800-5.45051-5240040035-1.800-5.45052-5340040035-1.800-5.45053-5440040035-1.800-5.45049-5540040035351.800-2.15056-5440040035351.800-2.15055-5640
12、040035351.800-2.1504 .土层信息4.1 岩土性能参数表层号岩土名称重度(kNm3)压缩模量承载力修正系数修正系数调整系数Es(MPa)fak(kPa)baaIa土层名称25151401.01.01.04.2勘探孔参数表孔点参数天然地面标高(m):0.00孔号坐标(,y)7(m)ZKOl0.000.00ZKOl层号岩土名称层厚层底埋深层底标高”(m)(m)(m)Ia土层名称50.0050.00-50.005 .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
13、：是6 .构件信息6.1 梁信息(截面尺寸为bxh,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11-12(顶板)200*400梁4142(顶板)250*500梁4344(顶板)250*5007.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200.0127.970.00499.171.400.000.000.00728.55水池容积(ri?)2271.16土方量(m3)2925.19三、荷载计算1.结构自重及覆土重结构自重：18213.85kN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)：4758.12kN
14、2.池内水压底板编号1-3-10-2-1最大水深(m)7.05水压(kN?)70.503-15-16-4-37.0570.504-16-17-5-47.0570.505-17-18-6-57.0570.506-13-14-7-67.0570.507-19-20-8-77.0570.508-20-21-9-87.0570.509-21-22-10-97.0570.5013-28-29-14-137.0570.5015-23-28-18-157.0570.5019-29-34-22-197.0570.5023-35-37-25-237.0570.5025-45-46-51-52-47-48-32-
15、257.0570.5032-38-40-34-327.0570.5035-49-50-37-357.0570.5038-53-54-40-387.0570.5045-50-51-46-457.0570.5047-52-53-48-477.0570.5049-55-56-54-497.0570.503.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(kNm2)1-3-10-2-11.800.000.003-15-16-4-31.800.000.004-16-17-5-41.800.000.005-17-18-6-51.800.000.006-13-14-7-61.800.
16、000.007-19-20-8-71.800.000.008-20-21-9-81.800.000.009-21-22-10-91.800.000.0013-28-29-14-131.800.000.0015-23-28-18-151.800.000.0019-29-34-22-191.800.000.0023-35-37-25-231.800.000.0025-45-46-51-52-47-48-32-251.800.000.0032-38-40-34-321.800.000.0035-49-50-37-351.800.000.0038-53-54-40-381.800.000.0045-5
17、0-51-46-451.800.000.0047-52-53-48-471.800.000.0049-55-56-54-491.800.000.00标高(m)-5.45池外土侧压力(kN)36.334.池外土侧压力5 .顶板活载顶板编号1-3-10-2-1顶板活载(kNm2)2.50注采用活荷载3-15-16-4-32.50采用活荷载4-16-17-5-42.50采用活荷载5-17-18-6-52.50采用活荷载6-13-14-7-62.50采用活荷载7-19-20-8-72.50采用活荷载8-20-21-9-82.50采用活荷载9-21-22-10-92.50采用活荷载13-28-29-14
18、-132.50采用活荷载15-23-28-18-152.50采用活荷载19-29-34-22-192.50采用活荷载23-35-37-25-232.50采用活荷载25-45-46-51-52-47-48-32-252.50采用活荷载32-38-40-34-322.50采用活荷载35-49-50-37-352.50采用活荷载38-53-54-40-382.50采用活荷载45-50-51-46-452.50采用活荷载47-52-53-48-472.50采用活荷载49-55-56-54-492.50采用活荷载6 .池外水压力顶板：0.00kNm2壁板上端:0.00kNm2壁板下端:36.10kNm2
19、底板:40.10kNm27 .堆积荷载引起侧压力R=(45-O.5x3O.OO)XMI80.0=0.52Ka=tg(R)tg(R)=tg(0.52)tg(0.52)=0.33Pd=KaXqtl=0.3310.00=3.33kNm28 .水平地震作用顶板的自重惯性力:0.13kNm2壁板壁板编号自重惯性力池内动水压力(kN/n?)池外动土压力(kNm2)左侧右侧(kN/n?)2-11-310-24-30.250.39-0.410.250.95-0.410.250.95-0.410.250.640.39-5-40.250.640.39-6-50.250.640.39-7-60.250.550.39
20、-8-70.250.640.39-9-80.250.640.39-10-90.250.640.39-6-110.190.390.43-7-120.190.430.39-11-130.190.390.43-12-140.190.430.39-3-150.250.43-1.054-160.190.390.43-5-170.190.430.39-8-200.190.390.43-9-210.190.430.39-22-100.250.43-1.0513-140.130.550.39-13-180.190.390.43-14-190.190.430.39-15-160.250.640.39-16-17
21、0.250.640.39-17-180.250.640.39-19-200.250.640.39-20-210.250.640.39-21-220.250.640.39-15-230.250.73-1.0518-280.190.390.73-19-290.190.730.39-34-220.250.73-1.0523-240.250.390.39-24-250.250.390.39-25-260.250.390.43-26-270.250.390.43-27-280.250.390.57-28-290.250.390.57-29-300.250.390.57-30-310.250.390.43
22、-31-320.250.390.43-32-330.250.390.39-33-340.250.390.39-23-350.250.49-1.0525-370.250.790.49-32-380.250.490.79-40-340.250.49-1.0535-360.310.390.49-36-370.310.390.49-38-390.310.390.49-39-400.310.390.49-35-410.250.49-1.0537-420.250.790.49-38-430.250.490.79-44-400.250.49-1.0542-450.250.790.49-43-480.250.
23、490.79-45-460.250.430.39-47-480.250.430.39-41-490.250.49-1.0554-440.250.49-1.0545-500.250.390.49-46-510.250.600.39-47-520.250.390.60-48-530.250.490.39-49-500.250.490.39-50-510.250.390.39-51-520.250.570.39-52-530.250.390.39-53-540.250.490.39-49-550.250.95-0.4156-540.250.95-0.4155-560.250.39-0.419.基本组
24、合系数永久作用可变作用结构自重土向压力覆竖土广土侧压力温（湿）X方y方Z方附加附加度作用向向向恒载活载顶板地面釐活载堆载:地震作用附加荷载11.301.270.000.000.000.000.001.500.000.000.001.300.0021.001.270.000.000.000.000.001.500.000.000.001.000.0031.301.000.000.000.000.000.001.500.000.000.001300.0041.001.000.000.000.000.000.001.500.000.000.001.000.0051301.270.000.000.00
25、0.000.000.000.000.000.001.300.0061.001.270.000.000.000.000.000.000.000.000.001.000.0071.301.000.000.000.000.000.000.000.000.000.001300.0081.001.000.000.000.000.000.000.000.000.000.001.000.0091.301.271.271.271.351.351.271.350.000.000.001.301.35101.300.001.271.270.000.001.270.000.000.000.001.300.00111
26、.000.001.271.270.000.001.270.000.000.000.001.000.00121300.001.001.000.000.001.270.000.000.000.001300.00131.000.001.001.000.000.001.270.000.000.000.001.000.00141.300.001.271.270.001.501.270.000.000.000.001.300.00151.000.001.271.270.001.501.270.000.000.000.001.000.00161.300.001.001.000.001.501.270.000
27、.000.000.001.300.00171.000.001.001.000.001.501.270.000.000.000.001.000.00181.300.001.271.271.500.001.270.000.000.000.001.301.50191.000.001.271.271.500.001.270.000.000.000.001.001.50201300.001.001.001.500.001.270.000.000.000.001301.50211.000.001.001.001.500.001.270.000.000.000.001.001.50221.300.001.2
28、71.271.351.351.270.000.000.000.001.301.35231.000.001.271.271.351351.270.000.000.000.001.001.35241.300.001.001.001.351.351.270.000.000.000.001.301.35251.000.001.001.001.351.351.270.000.000.000.001.001.35261.300.001.271.000.000.001.270.000.000.000.001.300.00271.000.001.271.000.000.001.270.000.000.000.
29、001.000.00281300.001.001.270.000.001.270.000.000.000.001300.00291.000.001.001.270.000.001.270.000.000.000.001.000.00301.300.001.271.000.001.501.270.000.000.000.001.300.00311.000.001.271.000.001.501.270.000.000.000.001.000.00321300.001.001.270.001.501.270.000.000.000.001300.00331.000.001.001.270.001.
30、501.270.000.000.000.001.000.00341.300.001.271.001.500.001.270.000.000.000.001.301.50351.000.001.271.001.500.001.270.000.000.000.001.001.50361300.001.001.271.500.001.270.000.000.000.001301.50371.000.001.001.271.500.001.270.000.000.000.001.001.50381.300.001.271.001.351.351.270.000.000.000.001.301.3539
31、1.000.001.271.001.351.351.270.000.000.000.001.001.35401.300.001.001.271.351.351.270.000.000.000.001.301.35411.000.001.001.271.351.351.270.000.000.000.001.001.35421.301.301.301.300.651301.300.981300.000.001.300.65431301.301.301.300.651.301.300.98-1.300.000.001.300.65441.301.301.301.300.651.301.300.98
32、0.001.300.001.300.65451.301.301.301.300.651.301.300.980.00-1.300.001300.65461.301.301.301.300.651301.300.980.000.001.301.300.65471.301.301.301.300.651.301.300.980.000.00-1.301300.65481.301.301.301.300.651.301.300.981300.000.501.300.65491.301.301.301.300.651.301.300.98-1.300.000.501.300.65501301.301.
33、301.300.651.301.300.981300.00-0.501300.65511.301.301.301.300.651.301.300.98-1.300.00-0.501300.65521.301.301.301.300.651.301.300.980.001.300.501.300.65531.301.301.301.300.651.301.300.980.00-1.300.501300.65541.301.301.301.300.651301.300.980.001.30-0.501.300.65551.301.301.301.300.651.301.300.980.00-1.3
34、0-0.501300.65561.001.001.001.000.501.001.000.981300.000.001.000.50571.001.001.001.000.501.00LOO0.98-1.300.000.001.000.50581.001.001.00LOO0.501.00LOO0.980.001.300.001.000.50591.001.001.00LOO0.501.001.000.980.00-1.300.001.000.50601.001.001.00LOO0.501.001.000.980.000.001.301.000.50611.001.001.001.000.501.001.000.980.000.00-1.301.000.50621.001.001.001.000.501.001.000.981300.000.501.000.50631.001.001.001.000.501.001.000.98-1.300.000.501.000.50641.001.001.001.000.501.001.000.981300.00
