垃圾二次中转站及大件拆解站建设-压装车间基础计算书.docx

工程设计计算书共页工程名称：城乡塑料垃圾综合治理项目-垃圾二次中转站及大件拆解站建设子项名称：压装车间基础计算书专业：结构1JttCA3?OfIi3娘M代找力参数34住MWH45F条形基让数46j±今心H47即,曲警数8II4枪索依旧S1.构件SU1.-.-S2.1.况德代俏息.一6S-工况和配介一6I，7枚於效.62T况价电.一一63,构打内力您太蛆令俏色6&WJ7I独妹77.HK88杭刀&定性验Na地甚淡然力管Ir91枚卡抵制,910-*典附FK4外储祟121.枚疑冲切©5122（士嫉今井tfJ口114娘商阳.131.模4简阳.一.U2.本松力计姑梁.153.周解计。毫214.设计面吊站M一22内的线荷载混凝土容m(kNm3)25.0粉土平均容虫(kWm3)20.0建筑抗震规范6.2.31.0室外地面标高0.00电内地面标高0.00地区选择国家执行规范通用规范(2021版)2荷我信息历史最低水位(In)0.00历史最高水位(m)-0.50抗浮工程设计等级乙乙抗浮重要性系数1.05抗浮稳定安全系数1.05水浮力的丛本组合分项系数1.35水浮力的标准组合分项系数1.00执行E建筑结构可整性设计统一是标创考虑中霆舛性否考虑大藤弗性否人防等级无底板等效静荷载(kPa)03地基承载力参数确定地用承投力时采用的规范中华人民共和国国家标准地基规范GB50007-20115.2.4综合法地基承成力特征值8837.01.设计依据1 .混凝土结构设计设葩(GB500102010)(2015年版)2 .建筑地基基础设计规他(GB5007-2011)3 .建筑抗震设计设汁(GB50011-2010)(2016年版)4 .4建筑结构荷载现愆(GB500092012)5 .人民防空地下室设计规苑(GB50038-2005)6 .建筑桩墓技术规能(JGJ94-2008)7 .E建筑地基处理技术班SSP(JGJ79-2012)8 .高层建筑筏形与箱形基础技术规范(JGJ6-2011)9 .高压喷射扩大头锚杆技术规程(JGJT282-2012)10 .建筑与市政地基基础通用规葩(GB55003-2021)2 .计算软件信息本工程计算软件为PKPM2O21-V1JCCAD3 .计算参数1总信息结构重要性系数1.00拉梁承担穹矩比例0.00活荷我按楼层折减系数1.00自动按楼层折减活荷载否平面荷载按轴戏平均(适于砌体否结构)分配无柱将点荷我是独茶'承台计算考虑防水板面荷是栽H算时考虑独基、承台底面范围是6桩承台参数承台类型承台桩间拒1500承台桩边距750承台尺寸模数100承台阶数1承台阶高300单桩,承台桩长度10三桩承仆闱区生成切角参数不切角桩承我力按共同作用调整否矩形两桩承台按梁构件计算否按深受弯构件设计的跨岛比界限5.00值深受弯构件的水平分布筋取值等于竖向分布筋深受弯构件掖筋的构造按普通梁否要求7沉降参数是否进行沉降计算是根据迭代确定沉降否根据迭代确定施工步沉降否独基沉降计算方法分层总和法桩基沉降计算方法明伤林应力公式方法地基梁沉降计算方法完全柔性假定筏板沉降计舞方法分层总和法土的（平均）泊松比0.35单元沉降计算方法完全柔性算法考虑相邻荷我的水平而影响范阚10.00基础宽度的地基承载力修正系数0.00基珈埋深的地居承载力修正系数0.00基地底面以下土的双度（或浮重.20.0度）基础底面以上土的加权平均重度20.0瑜定地基承我力所用的艇础埋置1.50深度地基抗震承载力调整系数：1.5004柱下独基参数椎形现浇6000.000.7*hs*ft*0否是是独基类型独立基础取小高度允许零应力区比值0）受剪承我力计算公式刚性独基进行抗剪计步独掂自动生成时做罐撞检杳自动调整不满足的独立基础5地下条形基础参数素混凝土整础条基类型条基砖放脚尺寸无砂浆缝条基陆放脚尺寸有砂浆毛石条掂顶部宽度至石条基台阶宽度毛石条基价阶高度无前基地台阶施高比后浇带检工前加载比例0.50后浇带系数只影响忸我是战性方程组解法Mumps非线性迭代最大次数10迭代误差控制参数Gnn)2非我性荷载加我步数1板单元内设H弯矩统计依据最大值拂筋间距(inn)200配筋到柱墙边是基础设计采用沉降模型的班士刚否度柱底设计弯矩折战系数1.00墙底设计弯矩折网系数1.004 .模型概况1.构件数目表31构件效目簸计构件类型构件数目独基54地用梁0拉梁98条幅0非承台桩010承承台桩10筏板1筏板加厚区数0然薄数0(m)考虑相邻机基的水平面影响范困0.60几倍桩长)自动计算桩端阳力比0.20均匀分布侧阻力比0.00沉降计算深度Zn10.00计和土层厚度z(m)0.10沉降计算调整系数1.00被基沉降计算调整系数1.00考虑回弹再压缩否8计算设计参数计算模型Iink1.er模型梁元法否地基类型天然地基、常规桩基上部结构刚度影响不考虑剪力墙考虑高度Gn)10.00自动将防水板外边缘按固端处理否有限元网格控制边长()1.00网格划分方法蝴制法考虑罚单元否使用边交换算法否懒杆杆件弹性模量(kN11三2)200.00桩的嵌固系数0.00防水板模里是否考虑桩锚作用否基床系数200000桩刚度桩墙规范附录C计算考虑板自曳是荷载施加考虑柱墙实际尺寸是编号组合6(6)1.00*恒+1.00*活+0.60*风X7(7)1.00*恒+1.00*活-0.60*风X8(8)1.00*恒+0.70*活+1.00*风X9(9)1.00*恒+0.70*活-1.00*风XIO(IO)1.。0*恒+1.00*活+0.60*风yI1.(I1.)1.。0*恒+1.00*活-0.60*风y12(12)1.00*恒+0.70*活+1.00*风y13(13)1.OoMS+0.70*活-1.00*风y14(14)1.00*i+0.50*活+1.00*地X15(15)1.001f1.+0.50*-1.,00*地X16(16)1.001f1.+0.50*活+1.00*地y17(17)1.OOHrt+0.50*S-1.00*地y18(18)1.OO*t11M).50*活+0.20*风x+1.,00*地N19(19)I.oo*m÷.50*活-0.20*风x-.00地X20(20)1.00*m÷0.50*活+0.20*M,y+1.00地y21(21)I.00*tf1.W.50*活-0.20*W.y-1.00*地y22(22)1.00*恒+1.00*抗浮水*括号内的编号为组合总的编号*5-2JMAfi编号组合1(23)1.00*.50*活*括号内的接号为组合总的墉号我5-3Ma合编号组合1(24)1.20*M.40*活2(25)1.2OMS÷1.40*P1.X构件类型构件数目集水坑电梯井0洞口02.工况替我信息«4-2工况竖向力(kN)X向水平力Gdo丫向水平力(kN)恒62165.520.000.00活54296.220.000.00风X0.00704.450.00风y0.000.00562.92地X-40.461611.8389.74地y-55.23-460.541431.74抗浮水-6107.720.000.005.工况和组合1 .2 .工NffiI总3 .构件内力基桢合信息视5-1标械合编号组合KD1.OO怛+1.OO*活2(2)1.00怛+1.Og风X3(3)1.001S-1.Og风X4(4)1.o(Mg+1.Og风y5(5)1.00*13-1.00Ay序号舰底标1Gn)恭础各阶边长(三n)各阶高度(InnO类型XyDJ-I-2.3015001500800阶形现浇DJ-2-2.3015001500800阶形现浇DJ-3-2.3015001500800阶形现浇DJ-I-2.3020001.(>00800阶形现浇DJ-5-2.3019001600800阶形现浇DJ-6-2.3015001500800阶形现浇DJ-7-2.301900IGoQ800阶形现浇DJ-8-2.3015001500800阶形现淡DJ-9-2.3019001600800阶形现浇DJ-IO-2.3015001500800阶形现浇DJ-I1.-2.3019001600800阶形现浇DJ-12-2.3019001600800阶形现浇DJ-13-2.3019001600800阶形现浇DJ-14-2.3015001500800阶形现浇DJ-15-2.3015001500800阶形现浇DJ-16-2.3015001500800阶形现浇DJ-17-2.3015001500800阶形现浇DJ-18-2.3015001500800阶形现浇DJ-19-2.3015001500800阶形现浇DJ-20-2.3015001500800阶形现浇W-21-2.3015001500800阶形现浇DJ22-2.0015001500800阶形现浇DJ-23-2.3015001500800阶形现浇W-24-2.3015001500800阶形现浇DJ25-2.3015001500800阶形现浇DJ26-2.0015001500800阶形现浇编号组合3(26)1.2O*taTJQ*W,x1(27)1.20恒+1.40风y5(28)1.20*恒TJ。*风y6(29)1.2O三H1+1.40*活+0.84*风X7(30)1.20*恒+1.40*活-0.84*风X8(31)1.20*恒W.98*活+1.10*风X9(32)1.20*恒W.98*活T.40*风X10(33)1.20*恒+1.40*活+0.84*风y11(34)1.20*1f1.+1.48活-0.84风y12(35)1.20*恒98*活+1.40«风y13(36)1.20*慎+0.98*活-1.10*风y14(37)1.30*f÷O.65活+1.40«地X15(38)1.30*frt÷O.65活-1.10*地X16(39)1.30Mf1.-H).65活+1.40地y17(10)1.30*t11+0.65活-1.10«地y18(41)1.30*W÷0.65*活+0.28*风x+1.40*地X19(42)1.30*恒+0.65*活-0.28*KX-1.40*地X20(43)1.30*trt*0.65*活+0.28*4y+1.40*地y21(44)1.30*0.65*活-0.28风y-1.40*y22(45)1.0创恒”.35"抗浮水*括号内的编号为组合总的涮号6.基础尺寸我SIUMR寸及知序号舰底标高Gn)恭础各阶边长(闯0各阶高度(mm)类型XyDJ-53-2.3015001500800阶形现淡DJ-M-2.3015001500800阶形现浇我72构件材料佶.构件类型混凝土级别钢筋级别推筋级别顶层保护层厚度(mn)底层保护层厚度(IraO最小配筋率独基C30IIRIMOO400.15承台C30HRB400IIRB100400.15承台桩C30HRBWO10一地艇梁C30HRBWOIIRB10020400.00?及板C30IIRB10020-100.15桩C30HRB100一10一拉梁C30HRB100IIRB100100.00条施C30HRB100HRB100-100.15独基短柱C30HRB400IIPB300一100.008.抗浮稳定性验算7.材料参考规范：£建筑工程抗浮技术标甚JGJ176-20196.2.4浮力标准值总和应按下式计兑：Ft=Fw+Efc+Efs(6.2.4)式中：Ft浮力标准值总和(kN)：序号桩底标高(m)基础各阶边长GnM)各阶岛度(m三)类型XyDJ-27-2.3015001500800阶形现浇DJ-28-2.3015001500800阶形现浇DJ-29-2.3015001500800阶形现浇DJ-30-2.3015001500800阶形现浇DJ-31-2.0015001500800阶形现浇DJ-32-2.0015001500800阶形现浇DJ-33-2.3015001500800阶形现浇DJ-34-1.5026001600800阶形现浇DJ-35-1.5026001600800阶形现浇DJ-36-1.5026001600800阶形现浇DJ-37-1.5026001600800阶形现流DJ-38-1.5026001600800阶形现浇DJ-39-I.5026001600800阶形现浇DJ-40-1.5026001600800阶形现浇DJ-41-1.5026001600800阶形现浇DJ-12-1.50260026001000阶形现浇DJ-43-2.3020001600800阶形现浇DJ-44-2.3015001500800阶形现浇DJ-45-2.3019001600800阶形现浇DJT6-2.3019001600800阶形现浇DJ-47-2.3019001600800阶形现浇DJ-48-2.3019001600800阶形现浇DJ-49-2.3019001600800阶形现浇DJ-50-2.3019001600800阶形现浇DJ-51-2.3015001500800阶形现浇DJ-52-2.3015001500800阶形现浇序号Faor1.'ae(kPa)Pk(kPa)Pknax(kPa)(FaorFaE)/Pk1.2*(FaorFaE)ZPkaax结论),J38837.00424.00(10)910.00(10)20.81211.653满足D.J-48837.00765.45(7)811.63(10)11.54513.066满足DJ-58837.00743.86(7)837.19(10)11.88012.667满足1.)J-8837.00168.00(7)727.00(7)18.88214.587满足)J-78837.00547.00(7)957.00(7)16.15511.081淌1.DJ-88837.00468.00(7)726.00(7)18.88214.607满足>J-98837.00530.00(7)926.00(7)16.67411.452满足DJ-108837.00439.00(7)701.00(7)20.13015.128满足1.u1.1.8837.00531.00(7)913.00(7)16.61211.615满足DJ-128837.00536.00(7)948.00(7)16.48711.186满足W-138837.00161.00(10)748.00(10)19.01514.177满足DJ-148837.00833.00(10)911.00(10)10.60911.6-10满足DJ-158837.00799.00(6)848.00(6)11.06012.505满足DJ-168837.00818.00(6)885.00(6)10.80311.982满足DJ-178837.00825.00(6)879.00(6)10.71212.064满足DJ-188837.00881.00(6)952.00(6)10.03111.139满足DJ-8837.00943.00(6)1001.00(6)9.37110.594满足Fw一一静水位差产生的浮力标准值(kN),按照本标准第6.2.1条执行;Ffc一一承压水水头产生的浮力标准值(kN),按照本加准第6.2.2条执行：抗浮设计等级：乙级编号组合11.OO*fi+1.05*抗浮水*0.9(*覆土+0.95永久堆积物”.00*抗拔力21.05*ta+1.05*抗浮水W.95*般士+1.00*永久堆枳物+1.05*抗拔力区域工况名称恒抗浮水»±永久堆枳物抗拔力Gw/Nw区域119807.26036.20.00.00.019807.2/6036.2=3.28>1.059.地基承载力验算1.a±x三我41独立MMS序号FaorFao(kPa)Pk(kPa)Pkmax(kPa)(FaorFaE)/Pk1.2*(FaorFaE)/Pktnax结论DJ-I8837.00424.00(11)910.00(11)20.81211.653满足DJ-28S37.00873.00(7)1266.00(10)10.1238.376淌足序号Faor1.'ae(kPa)Pk(kPa)Pkmax(kPa)(FaorFaE)/Pk1.2*(FaorFaE)ZPkaax结论32W-338837.001077.00(10)1187.00(10)8.2058.931满足DJ-318837.00480.00(6)808.00(7)18.41013.124满足DJ-358837.00485.00(6)783.00(10)18.22113.543满足DJ-368837.00452.00(6)722.00(10)9.55114.688满足DJ-378837.00511.00(6)840.00(10)17.29412.624满足'.388837.00531.00(6)784.00(10)16.61213.526满足DJ-398837.00676.00(6)953.00(10)13.072H.127满足DJ-4。8837.00598.00(6)832.00(10)14.77812.746满足DJ-418837.00787.00(1)1163.00(7)11.2299.118满足DJ-428837.00697.OO（三）1187.00(7)12.6797.131满足DJ-438837.00965.00(10)1155.00(7)9.1589.181满足DJ-448837.00112.00(10)577.00(12)21.41918.379满足DJ-8837.00440.00(6)681.00(8)20.08415.572满足序号EaorFae(kPa)Pk(kPa)Pkmax(kPa)(FaorFaE)/Pk1.2*(FaorEaE)/Pkmax结论19DJ-208837.00909.00(6)987.00(6)9.72210.744满足DJ-218837.00971.00(6)1027.00(6)9.10110.326满足DJ-228S37.001126.00(6)1169.00(6)7.8489.071满足DJ-238837.00832.00(10)1042.00(10)10.62110.177满足DJ-248837.00832.00(7)993.00(710.62110.679满足J.258837.00796.00945.00(7)H.10211.222满足DJ-268837.00791.00(7)932.00(7)11.17211.378满足DJ-278«：17.00871.00(7)1019.00(7)10.14610.107满足DJ-288837.001114.00(7)1262.00(7)7.9338.403满足DJ-298837.001418.00(7)1581.00(7)6.2326.780满足308837.001316.00(71166.00(7)6.7157.234满足W318837.001457.00(7)1602.00(7)6.0656.619满足DJ-8837.001568.00(7)1674.00(7)5.6366.335满足序号A0A(%)结论DJ-40满足DJ-50满足DJ-60满足DJ-70满足I)J-80满足DJ-90满足DJ-IO0满足DJ-I1.0满足DJ-120满足DJ-130满足DJ-H0满足DJ-150满足DJ-160满足DJ-170满足DJ-180满足DJ-190满足DJ-200满足DJ-210满足DJ-220满足DJ-230满足DJ-240满足DJ-250满足DJ-260满足DJ-270满足DJ-280满足DJ-290满足DJ-300满足序号EaorFae(kPa)Pk(kPa)Pkmax(kPa)(FaorFaE)/Pk1.2*(FaorEaE)/Pkmax结论-15DJ-468837.00180.00(6)747.00<8>18.4101%196满足DJ-178837.00476.00(6)742.0O(818.565M.292满足DJ-488S37.00506.00(6)769.00(6)17.16413,790满足DJ-498837.00788.00(6)956.00(8)11.2M11.092满足W-.108837.00771.00(10)1010.00(8)11.46210.199满足DJ518837.00317.00(6)465.00(9)27.87722,805满足DJ-528837.00337.00(11)497.00(8)26.22321.337满足DJ-538«：17.00272.00(1)411.009)32.48925.801满足DJ-548837.00285.00(8)194.00(2)31.00721.166满足*Fa:修正后的地基承我力特征值;FaE:调整后的地基抗屣承段力:Pk:平均基底反力:PkmaX最大基底反力:«9-2序号AOA(%)结论DJ-I8满足D.I-20满足D.J-38满足1.独基冲切剪切表0W切苜切.算序号冲切系数剪切系数结论DJ-I50.00(24)50(0)湎足DJ-250.00(24)50(0)满足DJ-350.00(24)50(0)满足DJ-450.00(24)50(0)满足DJ-550.00(24)50(0)海足M-650.00(24)50(0)满足DJ-750.00(24)50(0)满足W-850.00(24)50(0)满足W-950.00(24)50(0)满足W-IO50.00(24)50(0)满足M-I1.50.00(24)50(0)满足M-1250.00(24)50(0)满足W-1350.00(24)50(0)满足DJ-H50.00(24)50(0)满足M-1550.00(24)50(0)满足DJ-1650.00(24)50(0)满足DJ-1750.00(24)50(0)满足DJT850.00(24)50(0)满足DJ-1950.00(24)50(0)满足DJ-2O50.00(2-1)50(0)满足DJ-2150.00(24)50(0)满足DJ-2250.00(21)50(0)满足DJ-2350.00(24)50(0)满足DJ-2450.00(24)50(0)满足序号0A(%)结论DJ-310满足DJ-320满足DJ-330满足71310满足DJ-350满足PJ-360满足DJ-370满足DJ-380满足DJ-390满足DJ-400满足DJ-410湎足DJ-424满足DJ730满足DJ-M0湎足DJ-450满足DJ-460满足DJ-470满足DJ-480满足DJ-490满足DJ-500满足DJ-510满足DJ-520满足DJ-530满足DJ-M2满足10.冲剪局压验算结果序号冲切系数剪切系数结论DJ-5250.00(24)50(0)满足DJ-5350.00(24)50(0)满足DJ-5450.00(24)50(0)满足2.桂承台冲g算«10-2槌承台冲切声切计算第果序号桩冲切系数柱冲切系数剪切系数结论CT-I50(0)50(0)50(0)满足CT-250(0)50(0)50(0)湎足CT-350(0)50(0)50(0)湎足CT-450(0)50(0)50(0)满足CT-550(0)50(0)50(0)湎足CT-650(0)50(0)50(0)满足CT-750(0)50(0)50(0)满足CT-850(0)50(0)50(0)湎足CT-950(0)50(0)50(0)满足CT-IO50(0)50(0)50(0)满足11.结果简图1.*as*w序号冲切系数剪切系数结论DJ-2550.00(21)50(0)满足DJ-2650.00(21)50(0)满足DJ-2750.00(21)50(0)满足DJ-2850.00(21)50(0)满足DJ-2950.00(21)50(0)满足DJ-3050.00(24)50(0)满足DJ-3150.00(24)50(0)满足DJ-3250.00(24)50(0)湎足DJ-3350.00(24)50(0)淌足DJ-343.03(29)1.52(29)满足DJ-352.88(29)1.45(29)满足DJ-362.99(29)1.52(29)满足DJ-372.79(29)1.40(29)满足DJ-3S2.95(29)1.52(29)满足DJ-392.77(29)I.42(29)满足DJ-402.90(29)1.50(29)满足DJ-412.22(29)1.12(29)淌足DJ-425.36(34)1.31(33)满足DJ-4350.00(24)50(0)满足DJ-4450.00(24)50(0)满足DJ-4550.00(24)50(0)满足DJ-4650.00(24)50(0)满足DJ-4750.00(24)50(0)满足W4850.00(24)50(0)满足DJ-4950.00(24)SO(O)满足DJ-5050.00(24)50(0)满足DJ-5150.00(24)50(0)满足®f3fc0回巾-0SSS三0B_0wI-MI三包口口亘O窗HSmooeB9口口口2.承载力计算结果：图11-2无震最大反力15-17.C321口回一U回O3口回O3口Io(3i1.r1r71.J311t1.11rjI1WI-1.fJUdcDD3°tJ口»=Q口口Q-抗拔承载力°口O三1°