桩承台计算表格

承台混凝土C25桩径dA=500C=300柱宽b=500-2.000ft=1.27300柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY60060053416600600550236006005673060060058437600600601446006006185160060063558600600651656006006687260060068579600600702866006007199360060073699600600752106依据建筑地基基础设计规范(GB50007-2002)编制470893.9450853.9460873.9430813.9440833.9410773.9420793.9633.9390733.9400753.9370693.9380713.9柱轴力承台高度(mm)冲切验算350653.9360673.9RF340二桩承台计算表承台尺寸(mm)柱尺寸(mm)承台底标高(m)抗剪验算承台配筋(mm²)设计值(KN)设计值(KN)保护层as(mm)=单桩承载力承台混凝土C25桩径dA=500C=300柱宽b=500-2.000ft=1.27300B1=300B2=600柱高h=50050Hh底部角桩顶部角桩AgXAgY600600满足满足满足557578600600满足满足满足576597600600满足满足满足594615600600满足满足满足612634600600满足满足满足630653600600满足满足满足648672600600满足满足满足666691600600满足满足满足685710600600满足满足满足703728600600满足满足满足721747600600满足满足满足739766600600满足满足满足757785600600满足满足满足776804600600满足满足满足794823依据建筑地基基础设计规范(GB50007-2002)编制4701309.24501249.24601279.24301189.24401219.24101129.24201159.2919.23901069.24001099.23701009.23801039.2柱轴力承台高度(mm)冲切验算350949.2360979.2RF340三桩承台计算表承台尺寸(mm)柱尺寸(mm)承台底标高(m)抗剪验算承台配筋(mm²)设计值(KN)设计值(KN)保护层as(mm)=单桩承载力承台混凝土C25桩径dA=500C=300柱宽b=500-2.000ft=1.27300B=500柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY600400满足满足满足806806600400满足满足满足806806600400满足满足满足806806600400满足满足满足806806600400满足满足满足806806600400满足满足满足806806600400满足满足满足806806600400满足满足满足806806600400满足满足满足819819600400满足满足满足840840600400满足满足满足861861600400满足满足满足882882600400满足满足满足903903600400满足满足满足924924承台配筋(mm²/m)抗剪验算四桩承台计算表依据建筑地基基础设计规范(GB50007-2002)编制RF承台底标高(m)单桩承载力柱轴力3603403504204304403703803904001597.11637.1410470450460设计值(KN)1477.1设计值(KN)1517.11557.11757.11317.11677.11717.1保护层as(mm)=承台尺寸(mm)柱尺寸(mm)1357.11397.11437.1承台高度(mm)冲切验算1237.11277.1承台混凝土C25桩径dA=650C=300柱宽b=500-2.000ft=1.27300B=650柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY600400满足满足满足866866600450满足满足满足894894600450满足满足满足922922600450满足满足满足951951600450满足满足满足979979600450满足满足满足10081008600450满足满足满足10361036600450满足满足满足10641064600450满足满足满足10931093600450满足满足满足11211121600500满足满足满足11491149600500满足满足满足11781178600500满足满足满足12061206600500满足满足满足12341234依据建筑地基基础设计规范(GB50007-2002)编制4602126.74702176.74502076.74301976.74402026.74101876.74201926.71526.73901776.74001826.73701676.73801726.7冲切验算设计值(KN)设计值(KN)3501576.73601626.7RF340五桩承台计算表承台尺寸(mm)柱尺寸(mm)承台底标高(m)承台配筋(mm²/m)抗剪验算保护层as(mm)=单桩承载力柱轴力承台高度(mm)承台混凝土C25桩径dA=900C=300柱宽b=500-2.000ft=1.27300B=500柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY600400满足满足满足1692788600400满足满足满足1747788600400满足满足满足1802788600400满足满足满足1856788600400满足满足满足1911788600400满足满足满足1966788600400满足满足满足2020788600400满足满足满足2075798600400满足满足满足2130819600400满足满足满足2185840600400满足满足满足2239861600400满足满足满足2294882600450满足满足满足2349903600450满足满足满足2403924六桩承台计算表承台尺寸(mm)柱尺寸(mm)承台底标高(m)保护层as(mm)=单桩承载力柱轴力承台高度(mm)冲切验算抗剪验算承台配筋(mm²/m)设计值(KN)设计值(KN)RF3401855.73501915.73601975.73702035.73802095.73902155.74002215.72575.74102275.74202335.74302395.7依据建筑地基基础设计规范(GB50007-2002)编制4702635.74402455.74502515.7460承台混凝土C25桩径dA=450C=300柱宽b=500-2.000ft=1.27300B=800柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY600400满足满足满足992953600400满足满足满足1024984600400满足满足满足10571015600400满足满足满足10891045600400满足满足满足11211076600400满足满足满足11531107600400满足满足满足11851138600400满足满足满足12171169600400满足满足满足12491200600400满足满足满足12821231600400满足满足满足13141262600400满足满足满足13461292600400满足满足满足13781323600400满足满足满足14101354七桩承台计算表承台尺寸(mm)柱尺寸(mm)承台底标高(m)保护层as(mm)=单桩承载力柱轴力承台高度(mm)冲切验算抗剪验算承台配筋(mm²/m)设计值(KN)设计值(KN)RF3402161.13502231.13602301.13702371.13802441.13902511.14002581.13001.14102651.14202721.14302791.1依据建筑地基基础设计规范(GB50007-2002)编制4703071.14402861.14502931.1460承台混凝土C25桩径dA=450C=300柱宽b=500-2.000ft=1.27300B=800柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY600400满足满足满足14161427600400满足满足满足14621474600450满足满足满足15071520600450满足满足满足15531566600450满足满足满足15991613600450满足满足满足16451659600450满足满足满足16911705600450满足满足满足17371751600500满足满足满足17831798600500满足满足满足18291844600500满足满足满足18751890650500满足满足满足17611775650500满足满足满足18031818650500满足满足满足18451860八桩承台计算表承台尺寸(mm)柱尺寸(mm)承台底标高(m)保护层as(mm)=单桩承载力柱轴力承台高度(mm)冲切验算抗剪验算承台配筋(mm²/m)设计值(KN)设计值(KN)RF3402466.63502546.63602626.63702706.63802786.63902866.64002946.63426.64103026.64203106.64303186.6依据建筑地基基础设计规范(GB50007-2002)编制4703506.64403266.64503346.6460承台混凝土C25桩径dA=1050C=300柱宽b=500-2.000ft=1.27300B=1050柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY650450满足满足满足16521652700500满足满足满足15761576700500满足满足满足16261626700500满足满足满足16771677750500满足满足满足16041604750500满足满足满足16511651750550满足满足满足16981698750550满足满足满足17451745800550满足满足满足16731673800550满足满足满足17171717800550满足满足满足17611761800550满足满足满足18051805800600满足满足满足18491849800600满足满足满足18921892依据建筑地基基础设计规范(GB50007-2002)编制4603790.14703880.14503700.14303520.14403610.14103340.14203430.12710.13903160.14003250.13702980.13803070.1冲切验算设计值(KN)设计值(KN)3502800.13602890.1RF340九桩承台计算表承台尺寸(mm)柱尺寸(mm)承台底标高(m)承台配筋(mm²/m)抗剪验算保护层as(mm)=单桩承载力柱轴力承台高度(mm)承台混凝土C25桩径dA=550C=300柱宽b=500-2.000ft=1.27300B=900柱高h=50050HhH(柱冲)h(角桩冲)AgXAgY600450满足满足满足28601010600500满足满足满足29561043650500满足满足满足2797987650500满足满足满足28841018650500满足满足满足29721049650500满足满足满足30591080650500满足满足满足31471111700550满足满足满足29851054700550满足满足满足30661082700550满足满足满足31471111700550满足满足满足32271139700550满足满足满足33081168750600满足满足满足31471111750600满足满足满足32221137十桩承台计算表承台尺寸(mm)柱尺寸(mm)承台