隔油池及调节池水池计算书.docx

水池计算书项目名称工程名称设计校时审核计算时间2024年3月U口(星期)23;35一、设计依据4给水排水工程钢筋混凝土水池结构设计规程CECS138:2()024给水排水工程构装物结构设计规范(GB50069-2002室外给水排水和燃气热力工程抗靛设计规范GB50032-20034给水柞水工程结构设计手册3(第二版).沈世杰主编.中国建筑J：业出版社，2(X)7£混凝上结构设计规范BGB5IO-2OIO(2015年版)建筑抗震设计规范令GB5(X)11-2010(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GB55(X)1-2021«建筑与市政工程抗慈通用规范*GB55OO2-2O21i建筑与市政施靖姑础通川规范XGB553-2O214混寂土结构通用规范3GB55(X)S-2021二、设计资料1 .总体信息池外设计地面标高:0.00地卜水位标腐(m):-10.00水池类型：有彘水池水池混凝土等级:C30水池板纲筋绰级:HRB4(X)柱(扶壁柱)在筋等级：HRB400柱(扶壁柱)摘筋等级:HRB400或主筋等级：HRB400梁箍前等级：HRB4()0抗熊设防烈度：6度(0.05g)结构重要性系数：1.OO顶板裂缝宽度限值:0.20mm底板裂缝宽度限值:0.20mm梁裂缝宽度限例：0.2Omm柱裂缝宽度限位：0.20mm扶型裂缝宽度限位:0.2Omm内壁板裂缝宽眼限值:0.20mm外壁板裂缝宽度限值：0.2Omm底板外排尺寸:400nn混凝土重度:25.0k%2 .荷信总顶板桁上郎度:默认顶板活荷我：IOQkNMf雪荷载分区:HX基本雪压：0.()0kN.,m2上人水池顶前：是池内水重度：10.0kN.,m,地面堆积荷我：IOQkN/m?b'U;I.|'<:s.)kNm回填上有效柬度：IO-OkNZm5回埴土内除擦角：30.00°3.水池主体信总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:扳位置板J9(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1-8-11-4-125035350.000顶板4-1.1.-147425035350.000底板1-8-1I-4-I45035355000*(fi4-11-14-7-44503535-5.000壁板位置顶部板厚(mm)底部板原(mm)池内例保护层厚度(mm)池外例保护层厚度(mm)壁板底标高(m)壁板顶标高(m)直坐板443503503535-5.0000.(MX)出壁板743503503535-5.(MM)0.(XK)直整板1-83503503535-5.0000.000在壁板11-435035035-5.000().000直壁板14-735<)3503535SO(X)O.(XX)用壁板8-113503503535-5.(XX)O.(XX)4土层值息4.1岩土性能参数表层号卢卜，称重庭压缩模处承载力修正系数修正系数调整系数(kNm,>E,(MPa)f1.(kPa)n,d.Ia土层名称25151001.01.01.0直壁板11-143503503535-5.(XM)0.(XX)42勘探孔参数非孔点参数天然地面标高(m):0.00坐标(x,y)(m)ZKO1.0.000.(X)ZKO1.层号岩土名称层原(m)层底埋深层底标高(m>(m)Ia±层名称50.0050.(X)-50.(X)5 .板配箭逸鹏壁板按对称配筋：否底板顶板按对称附前：否按底大配筋点配筋：否配筋考虑调两：是考虑池内水压最不利分布：是壁板按轴规归并：是按钢筋网配筋：否验算抗裂度：是脸算裂健：是顶板最小配斯率：020%层板，层间板最小配筋率：020%底板最小配筋率：0.20%壁板最小配筋率：0.20%6 .构件信息6梁信息(板面尺寸为bxh,梁第号的两个数字指梁两渊的节点编号)梁端号面尺寸(mm)梁9-2(顶板)250*450梁10-3(顶板)25OM5O梁125(顶板)250450梁13-6(顶板)250*4507 .工程量金计混凝土后(n?)底板顶板层向板0.(X)夔板梁柱层间梁扶型总计41.2718.9968.452.440.0()0.000.(X)131.15水池容积(m')283.25土方量(m5)499.88三、荷裁计算I.结构自意及国土意结构自羽：3278.86kN顶板留上用：0.00kN底板外挑部分的段土里(仅考虑底板外边嫁投影和外池壁最外边缘之间的土重)：1395.00kN2.池内水压水池维元格编号层号母大水深(m)底部水压(kNAn2)1-8-114-1笫1层4.7547.504-11-14-7-4第1层4.7547.503.蹊板”土竖向土压力顶板编号顶板顶标高(m)覆土厚度(In)一土竖向土压力(kNn)1-8-11-4-10.000.(X)0.(X)4-11-14740.000.000.004.池外土儡压力标高(m)池外土侧压力(kNn)-5.(X)30.(X)51X板活我顶板编号顶板活战(kNm)注1-8-11-4-110.采用活荷载4.-47-4IO.采用活荷软6.池外水压力顶板:0.(X)kN/nr壁板上端:0.00kN/m:壁板下端：0.00kN，m2底板:O(X)kN/nr7堆枳荷引起儡压力/?=(45-05×30.00)×180.0=0.52Ki=tg(R>×tg(R)=tg(0.52)xtg(0.52)=().33内=K1.XW=0.33×1.0.=333kNm-8水平地裳作用顶板的自重惯性力;016kN/m?壁板壁板编号白无惯性力池内动水压力(kNn)池外动土压力(kNm2)左侧右IW(kNm2)1-20.220.45-0.872-30.220.45-0.87340.220.45-0.874-50.220.45-0.875-60.220.45-0.876-70.220.45-0.878-10.220.49-0.8711-40.220.490.49-14-70.220.49-0.878-90.220.45-0.879-100.220.45-0.8710-110.220.45-0.8711-120.220.45-0.8712-130.220.45-0.8713-140.220.45-0.879.基本坦合系数永久作用可变作用地震作用附加荷教结构自百池内水压力瞪土竖向土压力±M压力顶板活载，由加池外地面堆载温(湿)度作H1.X方向Y方向Z方向附加恒我附加活载11.301.30O.(X)0.(X)0.000.000.001.500.000.()00.001.300.0021.(K)1.300.000.000.(X)0.000.001.500.000.(X)0.001.(X)0.0()31.301.OO0.000.000.000.000.001.500.0()0.000.001.300.0()41.(X)1.00O.(X)0.(X)0.000.000.001.500.000.()00.001.Oo0.0051.301.300.000.(M)0.(X)0.(X)0.000.000.000.()00.0()1.500.0()61.001300.000.000.000.000.000.000.000.()00.001.(X)0.0071.301.000.000.000.000.000.000.000.0()0.000.001.300.0()81.001.000.000.0.000.0.000.000.000.000.0()1.000.0091.301.301.301.301.351.351.501.350.(X)0.()00.0()1.301.35IO1.300.001.301.300.000.(X)1.500.(M)0.(X)0.(X)0.(X)1.300.00I1.1.000.1.301300.000.1.500.000.(X)0.(»0.0()1.0.121.300.1.001.OO0.000.1.500.0.000.0.001.300.00131.000.(M)I.(X)1.(X)0.(X)0.(X)1.500.(W0.0()0.(X)0.0()I.(W().(K)141.300.(X)1.301.300.(»1.501.500.(X)0.000.(X)0.001.300.00151.000001.301.300.001.501.500.000.000.000.001.000.00161.300.001.001.000.001.501.500.000.0()0.0.001.300.0017I.(X)0.(X)1.Oo1.(M)0.001.501.500.(W0.000.(W0.0()1.()00.00181.300.(X)1.301.301.500.(X)1.500.(X)0.000.000.001.301.50191.000.001.301301.500.1.500.000.000.000.1.001.50201.300.001.001.001.500.1.500.0.000.000.(X)1.301.5021I.(X)0.(X>1.001.(X)1.500.(X)1.500.()00.0()0.(X)0.0()I.(W1.50221.30().(X)1.301.301.351.351.500.(X)0.000.(X)0.001.301.35231.000.1.301.301.351.351.500.000.000.000.001.001.35241.300.001.001.oo1.351.351.500.0.000.000.1.30t.3525I.(X)0.(X)1.(X)1.001.351.351.500.(W0.0()0.(X)0.0()I.(W1.35261.30().(X)1.301.(K)0.(»0.001.500.(W0.000.(X)0.(X)1.300.00271.000.1.301.Oo0.000.1.500.000.000.000.1.000.00281.300.1.001.300.000.001.500.000.(X)0.000.001.300.00291.(X)0.(X)1.(X)1.300.000.(X)1.500.(»0.000.(X)0.(K)1.Oo0.(K)301.300.(X)1.301.(X)0.001.50!.500.(X)0.000.(X)0.001.300.00311.000.1.301.OO0.001.501.500.000.000.000.001.oO0.00321.300.001.001300.001.501.500.000.000.0.001.300.0033I.(X)0.(X)1.(X)1.300.001.501.500.(W0.000.(W0.0()I.(W0.00341.30().(K)1.301.(K)1.50().001.500.(X)0.000.(X)0.001.301.50351.000.001.301.001.500.1.500.000.000.000.001.OO1.50361.300.001.001301.500.1.500.000.0.000.001.301.5037I.«)0.(X)I.(X)1.301.500.(X)1.500.(X)0.(X)0.(W0.0()1.(W1.50AS1.300.00i.301.(X)i.351.351.500.000.000.(X)0.001.301.35391.000.1.301.001.351351.500.000.000.000.001.(»1.35401.300.1.001301.351.351.500.000.<X)0.000.(K)1.301.3541I.(X)0.(X)1.(X)1.301.351.351.500.()00.(X)0.()00.0()I.(X)1.35421.301.301.301.300.651301.300.981.400.(X)0.(X)1.300.65431.301.301.301300.651301.300.98-1.400.(»0.0()1.300.65441.301.301.301300.651.301.300.980.001.400.001.300.65451.301.301.301.300.651.301.300.980.0()-1.400.0()1.300.65461.301.301.301.300.651.301.300.9X0.(K)0.(X)1.401.300.65471.301.301.301.300.651.301.300.980.(X)0.()0-1.401.300.65481.301.301.301.300.651.301.300.981.400.(X)0.501.300.65491.301.301.301300.651.301.300.98-1.400.(»0.501.300.65501.30i.301.301300.651.301.300.981.400.0.501.300.65511.301.301.301.300.651.301.300.98-1.400.(X)0.501.300.65521.301.301.301.300.651.301.300.9X0.001.400.501.300.65531.301301.301.300.651.301.300.980.00-1.400.501.300.65541.301.301.301300.65i.301.300.980.0()1.400.501.300.65551.301.301.301.300.651.301.300.980.0()-1.400.501.300.65561.(X)1.001.001.(X)0.501.(X)1.(X)0.981.400.000.001.(X)0.50571.001.001.001.Oo0.501.001.oo0.98-1.400.000.1.000.50581.001.001.001.000.501.oo1.000.980.001.400.(X)1.000.5059I.(X)1.(X)1.001.(X)0.501.()0I.(X)0.980.0()-1.400.(X)I.(W0.50601.001.(X)1.(X)1.(X)0.501.()01.(X)0.980.000.(X)1.401.(X)0.50611.001.001.001.oO0.501.001.000.980.000.00-1.401.000.50621.001.OO1.001.oo0.501.oO1.000.981.400.000.501.oo0.5063I.(X)1.OO1.(X)1.000.50I.(X)1.0()0.98-1.400.(X)0.50I.(W0.50M1.(X)1.(X)1.1.(K)0.501.()01.(X)0.9«1.400.(X)-0.501.(X)0.50651.001.001.001.Oo0.501.001.Oo0.98-1.400.00-0.501.000.50661.001.oO1.001.000.501.oo1.OO0.980.(X)1.400.501.000.50671.(X).(X>1.(X)1.(X)0.501.()01.000.980.<X)-1.400.501.Oo0.50681.001.(X)1.(X)1.(X)0.501.(»1.(K)0.980.001.40-0.501.000.5()691.001.oo1.001.OO0.501.001.oo0.980.00-1.40-0.501.oO0.50701.30i.301.301300.651.301.300.001.400.0.001.300.65711.301.301.301.300.651.301.300.(W-1.400.(W0.0()1.300.65721.301.301.301.300.651.301.300.(X)0.001.400.001.300.657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