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本“钢筋计算表”如有问题请与编制人联系修改。编制人：***电话：QQ:邮箱：****工程设计研究院****工程管理咨询有限责任公司请在2015年1月1日前使用，再次使用请与编制人联系。工作单位：前使用，再次使用请与编制人联系。1582744588762打印日期：2020/2/26ΦL4ΦL5ΦL6ΦL7ΦL8ΦL9米000000吨000000吨Φ6.5Φ8Φ10Φ12Φ14Φ16Φ18Φ20米################################################吨################################################吨Φ12Φ14Φ16Φ18Φ20Φ22Φ25Φ28米################################################吨################################################吨Φ12Φ14Φ16Φ18Φ20Φ22Φ25Φ28米00000000吨00000000吨吨重量合计总计一级钢总计二级钢长度合计#VALUE!#VALUE!三级钢长度合计长度合计重量合计总计全部钢筋总计0#VALUE!重量合计冷拔带肋长度合计重量合计总计0湛江晨鸣浆纸有限公司挡墙平板钢筋计算表(汇总表）钢筋计算表A1582744588762打印日期：2020/2/26Φ22Φ25#VALUE!#VALUE!#VALUE!#VALUE!Φ32Φ40#VALUE!#VALUE!#VALUE!#VALUE!Φ32Φ400000#VALUE!#VALUE!0#VALUE!0湛江晨鸣浆纸有限公司挡墙平板钢筋计算表(汇总表）钢筋计算表A1582744588762打印日期：2020/2/26序构件名称级别直径钢筋计算公式部件长度钢筋长搭接长搭接个数锚固长锚固个数箍筋、分布筋范围分布间距单构件钢筋数构件数钢筋长（米）Φ40钢筋重量㎏1DQ-1112A部件（斜板及斜板基础C-C剖面）10已超时#VALUE!3A13183.30.00193401001951已超时#VALUE!4A22144.02193401501301已超时#VALUE!5A32128.550.14119340200981已超时#VALUE!6A42128.30.14119340200981已超时#VALUE!7A7a3162284022.840.6530.242321已超时#VALUE!8A5a3162.44*9+11*2581已超时#VALUE!9A6a31644*9+11*2581已超时#VALUE!10A7a构造筋（按通长设置考虑）1102284022.840.3030.15281已超时#VALUE!11A83182284022.840.7330.222571已超时#VALUE!12A93162284022.840.6530.242381已超时#VALUE!13A102142284022.840.4930.3629068150621已超时#VALUE!14DL163162284022.840.6530.192121已超时#VALUE!15DL8180.196*2+0.08*40.63219340300661已超时#VALUE!16斜板拉筋180.25+0.150.4个数=193431581已超时#VALUE!17B部件（挡柱及挡柱基础）1以下仅计算单个数量结果01已超时#VALUE!18B1221410*7.02+6*10.75134.717134.7162.7219B153223.28+47.2847已超时#VALUE!20B173220.4+7.947+3.2811.62747已超时#VALUE!湛江晨鸣挡墙DQ-4、DQ-5钢筋计算表钢筋计算表B1582744588762打印日期：2020/2/2621B163180.4+10.7511.1547已超时#VALUE!22B112122.65*39+4.7*14169.1517已超时#VALUE!23B8185*(0.4+0.08*2)*5014017已超时#VALUE!24a型基础105已超时#VALUE!25Ba1631624*2.5*212015已超时#VALUE!26Ba183183.5*2*1812615已超时#VALUE!27b型基础102已超时#VALUE!28Ba1631624*1.5*27212已超时#VALUE!29Ba183183.5*2*117712已超时#VALUE!30DQ-511已超时#VALUE!31A部件（斜板及斜板基础C-C剖10已超时#VALUE!32A13183.30.00125861001271已超时#VALUE!33A22144.0212586150851已超时#VALUE!34A32128.550.14112586200641已超时#VALUE!35A42128.30.14112586200641已超时#VALUE!36A7a3161508615.0860.6520.242321已超时#VALUE!37A5a3162.42*9+11*2401已超时#VALUE!38A6a31642*9+11*2401已超时#VALUE!39A7a构造筋（按通长设置考虑）1101508615.0860.3020.15281已超时#VALUE!40A83181508615.0860.7320.222571已超时#VALUE!41A93161508615.0860.6520.242381已超时#VALUE!42A102141508615.0860.4920.3629068150621已超时#VALUE!钢筋计算表B1582744588762打印日期：2020/2/2643DL163161508615.0860.6520.192121已超时#VALUE!44DL8180.196*2+0.08*40.63215086300521已超时#VALUE!45斜板拉筋180.25+0.150.4个数=150815591已超时#VALUE!46B部件（挡柱及挡柱基础）1以下仅计算单个数量结果0已超时#VALUE!47B1221410*7.02+6*10.75134.715已超时#VALUE!48B153223.28+47.2845已超时#VALUE!49B173220.4+7.947+3.2811.62745已超时#VALUE!50B163180.4+10.7511.1545已超时#VALUE!51B112122.65*39+4.7*14169.1515已超时#VALUE!52B8185*(0.4+0.08*2)*5014015已超时#VALUE!53a型基础100已超时#VALUE!54Ba1631624*2.5*212013已超时#VALUE!55Ba183183.5*2*1812613已超时#VALUE!56b型基础10已超时#VALUE!57Ba1631624*1.5*27212已超时#VALUE!58Ba183183.5*2*117712已超时#VALUE!59JC2部件（中间间隔挡柱）101已超时#VALUE!60JC2-3322(10458+1761+1000)/100013.2190.901131已超时#VALUE!61JC2-43221000+1196112.9610.901131已超时#VALUE!62JC2-5316194.611已超时#VALUE!63JC2-62124.49541已超时#VALUE!64JC2-jc部分101已超时#VALUE!钢筋计算表B1582744588762打印日期：2020/2/2665jc223226.9*75+10.9*741324.111已超时#VALUE!66jc163166.9*75+10.9*74+1.4*741427.711已超时#VALUE!67jc1011011*14根15411已超时#VALUE!68DQ-211已超时#VALUE!69A部件（斜板及斜板基础C-C剖10已超时#VALUE!70A13183.30.00112061001141已超时#VALUE!71A22144.0211206150761已超时#VALUE!72A32128.550.14111206200581已超时#VALUE!73A42128.30.14111206200581已超时#VALUE!74A7a3161320613.2060.6520.242321已超时#VALUE!75A5a3162.41*9+11*2311已超时#VALUE!76A6a31641*9+11*2311已超时#VALUE!77A7a构造筋（按通长设置考虑）1101320615.0860.3020.15281已超时#VALUE!78A83181320615.0860.7320.222571已超时#VALUE!79A93161320615.0860.6520.242381已超时#VALUE!80A102141320615.0860.4920.3629068150621已超时#VALUE!81DL163161320615.0860.6520.192121已超时#VALUE!82DL8180.196*2+0.08*40.63213306300461已超时#VALUE!83斜板拉筋180.25+0.150.4个数=133012861已超时#VALUE!84B部件（挡柱及挡柱基础）1以下仅计算单个数量结果0已超时#VALUE!85B1221410*7.02+6*10.75134.714已超时#VALUE!86B153223.28+47.2844已超时#VALUE!钢筋计算表B1582744588762打印日期：2020/2/2687B173220.4+7.947+3.2811.62744已超时#VALUE!88B163180.4+10.7511.1544已超时#VALUE!89B112122.65*39+4.7*14169.1514已超时#VALUE!90B8185*(0.4+0.08*2)*5014014已超时#VALUE!91a型基础100已超时#VALUE!92Ba1631624*2.5*212012已超时#VALUE!93Ba183183.5*2*1812612已超时#VALUE!94b型基础10已超时#VALUE!95Ba1631624*1.5*27212已超时#VALUE!96Ba183183.5*2*117712已超时#VALUE!97DQ-311已超时#VALUE!98A部件（斜板及斜板基础C-C剖10已超时#VALUE!99A13183.30.00112701001141已超时#VALUE!100A22144.0211270150771已超时#VALUE!101A32128.550.14111270200581已超时#VALUE!102A42128.30.14111270200581已超时#VALUE!103A7a3161327013.270.6520.242321已超时#VALUE!104A5a3162.42*9+11*1291已超时#VALUE!105A6a31642*9+11*1291已超时#VALUE!106A7a构造筋（按通长设置考虑）1101327013.270.3020.15281已超时#VALUE!107A83181327013.270.7320.222571已超时#VALUE!108A93161327013.270.6520.242381已超时#VALUE!钢筋计算表B1582744588762打印日期：2020/2/26109A102141327013.270.4920.3629068150621已超时#VALUE!110DL163161327013.270.6520.192121已超时#VALUE!111DL8180.196*2+0.08*40.63213270300461已超时#VALUE!112斜板拉筋180.25+0.1