个人中心
个人中心
添加客服WX
客服
添加客服WX
添加客服WX
关注微信公众号
公众号
关注微信公众号
关注微信公众号
升级会员
升级会员
返回顶部
矩形柱钢筋自动计算表格
矩形柱钢筋自动计算表格.xls
下载文档 下载文档
地产表格
上传人：q** 编号：774092 2023-10-19 71页 2.57MB
1、表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)*0 底层10.40.43.10.815025164110164080.10.2440KZ 7 010.80.94.40.9515082241122540120.1667 110.80.92、5.10.9515082240122541120.10.266表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号3、楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是4、否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.5、8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量6、规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)表二矩 形 柱 输 入 表工程名称:少年宫工程钢筋保护7、层(M):0.035箍筋倍数:23.8拉筋倍数:26.5抗震等级:3柱号楼层柱尺寸数量明细主筋1主筋2箍筋柱总数量柱宽b(m)柱厚h(m)层高(m)梁高板厚(m)层数砼等级c数量规格(mm)增长钢筋(m)接头方式是否锚固数量规格(mm)增长钢筋(m)接头方式是否锚固规格(mm)加密间距(m)非加密间距(m)箍筋肢数(b向)箍筋肢数(h向)箍筋增减根数(根)矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面8、焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)*10.80.8FALSEFALSEFALSEFALSEFALSE26FALSEFALSE10.4443510500KZ710.80.8FALSEFALSEFALSEFALSEFALSE26FALSEFALSE10.9660700.80.8FALSEFALSEFALSEFALSEFALSE26FALSEFALSE10.9660000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10229、0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEF10、ALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFAL11、SEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10212、20000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSE13、FALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFA14、LSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1015、220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALS16、EFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEF17、ALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE118、0220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFAL19、SEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFA20、LSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE102200021、0.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALS22、EFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEF23、ALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220024、00.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFAL25、SEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFA26、LSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.27、8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALS28、EFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEF29、ALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.8030、.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFAL31、SEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFA32、LSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALS33、EFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALS34、E10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEF35、ALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FAL36、SEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFAL37、SE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFA38、LSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALS39、EFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE102240、0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEF41、ALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFAL42、SEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10243、2矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFA44、LSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALS45、EFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.46、80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEF47、ALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFAL48、SEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参49、数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFA50、LSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALS51、EFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8F52、ALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEF53、ALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFAL54、SEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名55、称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1056、220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALS57、EFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEF58、ALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE159、0220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFAL60、SEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫61、工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE102200062、0.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALS63、EFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEF64、ALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220065、00.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFAL66、SEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱67、总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.68、8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALS69、EFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEF70、ALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.8071、.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFAL72、SEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽73、b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALS74、EFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALS75、E10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEF76、ALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FAL77、SEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFAL78、SE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱79、厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALS80、EFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE102281、0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEF82、ALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFAL83、SEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10284、20000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)85、1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALS86、EFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.87、80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEF88、ALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFAL89、SEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022000090、.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚91、固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALS92、EFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8F93、ALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEF94、ALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFAL95、SEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.896、FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d97、)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALS98、EFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEF99、ALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1100、0220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFAL101、SEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSE102、FALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震103、锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)0000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALS104、EFALSEFALSE10220000.80.8FALSEFALSEFALSEFALSEFALSEFALSEFALSEFALSE1022矩形柱参数表工程名称:少年宫工程柱号柱总数量柱宽b(m)柱厚b(m)1级抗震锚固长度(d)2级抗震锚固长度(d)3级抗震锚固长度(d)4级抗震锚固长度(d)锚固系数柱根加密长度(n/m)箍筋肢数(b向)箍筋肢数(h向)连接方式搭接1(d)单面焊接2(d)双面焊接3(d)电渣压力焊4(d)机械连接5(d)锚固按03G参数设置;柱根加密长度(n/m)按03G参数设置(底层为1/3,楼层为1/6,有刚性地面时,在上下刚性地面各0.5m;且与柱长边取大值)柱根加密长度105、(n/m)按03G参数设置(底层为1/3,楼层为1/6,有刚性地面时,在上下刚性地面各0.5m;且与柱长边取大值)表表三三矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)*0底层0.40.4500.504.9625 163.51613925010163.106、1004910083.652739227KZ7000.80.2503.1714.968224.9721198012254.4002041201212.044447179307100.80.2503.6717.348225.1001228012255.7502661201212.044143882600000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.00107、0000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.0108、00000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#编制单位:编制人:第45页表表三三000109、00.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00110、000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#0111、0000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉112、筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第46页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#113、00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28114、#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.2115、8#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机116、械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第47页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.117、28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0118、.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-119、0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第48页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-120、0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000121、-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.000000122、0-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重123、量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第49页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.00000124、00-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000125、000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.000126、0000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第50页表表三三00000.80.200.000000.000000000.000127、0000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.00128、00000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0129、000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m130、)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第51页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.131、0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000132、.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.00000000133、0.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制134、单位:编制人:第52页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.0000000135、00.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000136、000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M137、):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第53页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.00000138、0000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.0000139、00000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000140、000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长141、度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第54页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.00142、0000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.0143、00000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.144、000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第55页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.145、000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000146、.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.00000147、0.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m148、2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第56页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.0000149、00.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000150、000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.00151、0000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第57页表表三三00000.80.200.00152、0000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.0153、00000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.154、000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等155、级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第58页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200156、.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.20157、0.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.2158、00.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)159、单根长度(mm)根数重量(kg)编制单位:编制人:第59页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.160、200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80161、.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果162、表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第60页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.8163、0.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.164、80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000165、.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)166、机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第61页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#0000167、0.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#000168、00.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00169、000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第62页表表三三00000.80.200.000000.000000000.0000000-0.28#00170、000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#0171、0000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#172、00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋173、小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第63页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28174、#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.2175、8#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.176、28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第64页表177、表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0178、.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-179、0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:180、23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第65页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000181、-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.000000182、0-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.00000183、00-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣184、接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第66页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000185、000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.000186、0000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.00187、00000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第67页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.00188、00000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0189、000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.190、0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根191、长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第68页表表三三00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000192、.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.00000000193、0.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#00000.80.200.000000.0000000194、00.0000000-0.28#00000.80.200.000000.000000000.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第69页表表三三00000.80.200.000000.0000000195、00.0000000-0.28#矩形柱计算结果表工程名称:少年宫工程钢筋保护层(M):0.035箍筋倍数:23.8 拉筋倍数:26.5 抗震等级:3柱号楼层柱宽b(m)柱厚h(m)砼主筋1主筋2箍筋钢筋小计砼等级砼体积(m3)模板面积(m2)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)数量规格(mm)单根长度(m)重量(kg)电渣接头(个)机械接头(个)规格(mm)单根长度(mm)根数重量(kg)编制单位:编制人:第70页表表一一 矩形柱计算汇总表工程名称及部位:少年宫工程序序号号钢钢筋筋规规格格(mm)(mm)主主筋筋1 1重重量量(kg)(kg)主主筋筋2 2重重196、量量(kg)(kg)箍箍筋筋重重量量(kg)(kg)重重量量小小计计(kg)(kg)电电渣渣压压力力焊焊(个个)机机械械连连接接(个个)砼砼 等等 级级工工程程量量数数量量1A6.50000砼C10(m3):0.002A80000砼C15(m3):0.003A100000砼C20(m3):0.004B120090990900砼C25(m3):0.005B14000000砼C30(m3):0.006B16000000砼C35(m3):0.007B18000000砼C40(m3):0.008B20000000砼C45(m3):0.009B2224100241160砼C50(m3):6.8410B25047004702402m内模板(m2):0.0011B280000003m内模板(m2):0.0012B320000003m外模板(m2):32.30*总总 合合 计计 如如 下下*钢钢筋筋各各规规格格(kg):(kg):16191619*电电渣渣压压力力焊焊(个个):):4040*机机械械 连连接接(个个):):0 0*砼砼 C C (m3):(m3):6.846.84*模模 板板 (m2):(m2):32.3032.30编制单位:项目负责:编制人员:审核人员:编制日期:2023/8/1
房地产投资成本测算模板excel自动计算带公式（共85套打包）房地产投资成本测算模板excel自动计算带公式（共85套打包）
下载下载
地产商业
上传时间：2024-11-21 85份
房地产投资成本测算模板合集excel自动计算带公式（共163套打包）房地产投资成本测算模板合集excel自动计算带公式（共163套打包）
下载下载
地产规划
上传时间：2024-10-10 163份
建筑工程造价混凝土钢筋材料用量承载力基本参数查询计算表格模板（共87套打包）建筑工程造价混凝土钢筋材料用量承载力基本参数查询计算表格模板（共87套打包）
下载下载
运营管理
上传时间：2021-05-13 87份
房屋建筑项目施工脚手架屋面楼板钢筋水泥施工材料量计算表格资料（共18套打包）房屋建筑项目施工脚手架屋面楼板钢筋水泥施工材料量计算表格资料（共18套打包）
下载下载
道路桥梁
上传时间：2021-05-08 18份
公寓工程移交消防消火栓自动报警喷水竣工验收记录表格模板（共33套打包）公寓工程移交消防消火栓自动报警喷水竣工验收记录表格模板（共33套打包）
下载下载
运营管理
上传时间：2021-04-30 33份
运动品牌商场店铺运用管理规范整体计划租赁工资计算表格全套资料（共14套打包）运动品牌商场店铺运用管理规范整体计划租赁工资计算表格全套资料（共14套打包）
下载下载
运营管理
上传时间：2021-05-24 14份

你可能感兴趣的

72页
济宁市孔孟旅游快线工程轨道梁吊装方案（72页）
济宁市孔孟旅游快线工程轨道梁吊装方案（72页） 济宁市孔孟旅游快线工程轨道梁吊装方案（72页）.doc
41页
贵州省威宁县东风镇文明村、元木村、拱桥村地区矿山地质环境治理工程实施方案设计（41页）
贵州省威宁县东风镇文明村、元木村、拱桥村地区矿山地质环境治理工程实施方案设计（41页） 贵州省威宁县东风镇文明村、元木村、拱桥村地区矿山地质环境治理工程实施方案设计（41页）.doc
23页
曲港高速公路工程安全运行策划方案（23页）
曲港高速公路工程安全运行策划方案（23页） 曲港高速公路工程安全运行策划方案（23页）.doc
41页
光谷中心城中轴线区域地下公共交通走廊及配套工程路段塔吊基础及布置方案（41页）
光谷中心城中轴线区域地下公共交通走廊及配套工程路段塔吊基础及布置方案（41页） 光谷中心城中轴线区域地下公共交通走廊及配套工程路段塔吊基础及布置方案（41页）.doc
98页
背脊岭煤矿矿井独立扩能工程联合试运转方案（98页）
背脊岭煤矿矿井独立扩能工程联合试运转方案（98页） 背脊岭煤矿矿井独立扩能工程联合试运转方案（98页）.doc
42页
光谷中心城中轴线区域地下公共交通走廊及配套工程路段群塔作业防碰撞安全专项方案（42页）
光谷中心城中轴线区域地下公共交通走廊及配套工程路段群塔作业防碰撞安全专项方案（42页） 光谷中心城中轴线区域地下公共交通走廊及配套工程路段群塔作业防碰撞安全专项方案（42页）.doc
41页
左岭新镇四期还建社区住宅工程防开裂、防渗漏专项方案（42页）
左岭新镇四期还建社区住宅工程防开裂、防渗漏专项方案（42页） 左岭新镇四期还建社区住宅工程防开裂、防渗漏专项方案（42页）.doc
32页
10000m³／d啤酒废水处理改造工程技术方案（33页）
10000m³／d啤酒废水处理改造工程技术方案（33页） 10000m³／d啤酒废水处理改造工程技术方案（33页）.doc
123页
煤矿水平延伸工程联合试运转方案（123页）
煤矿水平延伸工程联合试运转方案（123页） 煤矿水平延伸工程联合试运转方案（123页）.doc
26页
钢铁厂鱼雷罐车、内燃机车检修库工程初步设计方案（26页）
钢铁厂鱼雷罐车、内燃机车检修库工程初步设计方案（26页） 钢铁厂鱼雷罐车、内燃机车检修库工程初步设计方案（26页）.doc
头像
会员尊享权益 会员尊享权益 会员尊享权益
500万份文档
500万份文档 免费下载
10万资源包
10万资源包 一键下载
4万份资料
4万份资料 打包下载
24小时客服
24小时客服 会员专属
开通 VIP

相关推荐

矩形柱工程量自动计算表
矩形柱工程量自动计算表.xls
矩形柱工程量自动计算书
矩形柱工程量自动计算书.xls
钢筋工程自动计算表格
钢筋工程自动计算表格.xls
螺旋钢筋自动计算表格
螺旋钢筋自动计算表格.xls
钢筋预算（结算）自动计算表格
钢筋预算（结算）自动计算表格.xls
三桩台、矩形及桩芯砼自动计算表格
三桩台、矩形及桩芯砼自动计算表格.xls
钢筋工程量计算表格（自动计算）
钢筋工程量计算表格（自动计算）.xls
矩形板钢筋计算表
矩形板钢筋计算表.xls
柱模板计算书表格
柱模板计算书表格.xls
钢筋自动计算表
钢筋自动计算表.xls

热门推荐

超实用精装房验收一览表（7页）
超实用精装房验收一览表（7页）.doc
海南省国土空间规划（公开征求意见版）（2020—2035）
海南省国土空间规划（公开征求意见版）（2020—2035）.pdf
上海市静安区单元规划方案（含重点公共基础设施专项规划）（2021-2035年）（104页）
上海市静安区单元规划方案（含重点公共基础设施专项规划）（2021-2035年）（104页）.pdf
钱江四桥复兴大桥施工组织设计方案（198页）
钱江四桥复兴大桥施工组织设计方案（198页）.doc
老旧小区改造施工组织设计F方案（232页）
老旧小区改造施工组织设计F方案（232页）.doc
哈尔滨市综合交通运输“十四五”发展规划方案（2021-2025年）（168页）
哈尔滨市综合交通运输“十四五”发展规划方案（2021-2025年）（168页）.pdf
安全生产管理体系及保证措施方案（59页）
安全生产管理体系及保证措施方案（59页）.doc
南昌流湖生态城养老项目定位概念规划设计(98页)
南昌流湖生态城养老项目定位概念规划设计(98页).pptx
宜昌龙盘湖生态旅游度假区景观方案设计（216页）
宜昌龙盘湖生态旅游度假区景观方案设计（216页）.pdf
保定市文体新城控制性详细规划方案（51页）
保定市文体新城控制性详细规划方案（51页）.pdf
升级会员

  • 周热门排行

  • 月热门排行

  • 季热门排行

  1. 2022城区自来水提质改造智慧水务建设项目设计方案（199页）.pdf
  2. 小区人员配置档案建立保洁绿化物业管理服务投标方案（593页）.docx
  3. 陕西化学工业公司招聘管理与职业发展管理手册30页.doc
  4. 动火作业安全告知卡（1页）.docx
  5. 高处作业安全告知卡（1页）.docx
  6. 广场工程建设项目施工招标评标报告表格（24页）.pdf
  7. 建筑工程外脚手架专项施工方案(悬挑式脚手架、落地式脚手架)（25页）.doc
  8. 2020柏向堂房地产公司材料标准化手册3.0（143页）.pdf
  9. 2021柏向堂房地产公司材料标准化手册4.0（108页）.pdf
  10. 土建、装饰、维修改造等零星工程施工组织设计方案（187页）.doc
  11. 深圳装饰公司施工图纸会审及设计交底管理制度【13页】.doc
  12. 工程变形测量之基坑监测培训课件（155页）.ppt
  13. 房地产开发企业拿地操作指引方案.pdf
  14. 新规下的户型增值秘籍.ppt（22页）
  15. 房地产开发贷款实操指南（5页）.pdf
  16. 鄂尔多斯空港物流园区总体规划方案（2017-2030）环境影响评价报告书（23页）.doc
  17. 规划兰园西路道路工程环境方案环境影响评价报告书（89页）.pdf
  18. 屋面圆弧形穹顶结构高支模施工方案(40米）（47页）.doc
  19. 埋石混凝土挡土墙施工方案（23页）.doc
  20. 重庆市五小水利工程建设规划报告（64页）.doc
  21. 厂区至矿区管网蒸汽管道系统扩容改造工程施工组织设计方案（105页）.doc
  22. 超高纯氦气厂建设项目办公楼、变电站、水泵房及消防水池、门卫、厂房、仓库、配套工程施工组织设计方案（140页）.doc
  1. 房地产交易环节契税减征申报表(首套填写)（2页）.doc
  2. 2024大楼室内精装修工程专业分包投标文件（393页）.docx
  3. 苏州水秀天地商业项目购物中心100%室内设计方案（158页）.pptx
  4. 2022城区自来水提质改造智慧水务建设项目设计方案（199页）.pdf
  5. 龙港市专业市场布局规划方案（2023-2035年）（草案）（61页）.pdf
  6. 小区人员配置档案建立保洁绿化物业管理服务投标方案（593页）.docx
  7. 室内移动式操作平台工程施工方案（19页）.doc
  8. 地铁6号线区间盾构下穿管线专项施工方案（30页）.doc
  9. 矿山治理工程施工组织设计方案（240页）.docx
  10. 老旧小区改造工程施工方案及技术措施（364页）.doc
  11. 北京科技园公寓建设项目整体报告方案.ppt
  12. 建筑工程三级安全教育内容（24页）.doc
  13. 新疆风电十三间房二期工程49.5mw风电项目可行性研究报告(附表)（239页）.pdf
  14. 土建、装饰、维修改造等零星工程施工组织设计方案（187页）.doc
  15. 四川凉山攀西灵山国际度假区小镇活力中心商业业态规划方案建议书（33页）.pdf
  16. 埋石混凝土挡土墙施工方案（23页）.doc
  17. 地下停车场环氧地坪漆施工方案（45页）.doc
  18. 深圳装饰公司施工图纸会审及设计交底管理制度【13页】.doc
  19. 地铁深基坑及钢筋笼吊装安全专项施工方案【98页】.doc
  20. 住宅定价策略及价格表制定培训课件.ppt
  21. 西安名京九合院商业项目招商手册（28页）.pdf
  22. 2010-2030年湖北咸宁市城市总体规划（32页）.doc
  1. 建筑工程夜间施工专项施工方案（18页）.doc
  2. 赣州无动力亲子乐园景观设计方案（111页）.pdf
  3. 2016泰安乡村旅游规划建设示范案例（165页）.pdf
  4. 房地产交易环节契税减征申报表(首套填写)（2页）.doc
  5. 龙山县里耶文化生态景区里耶古城片区旅游修建性详细规划2015奇创.pdf
  6. 连云港市土地利用总体规划2006-2020年调整方案文本图集（78页）.pdf
  7. 850亩项目塑钢门窗工程施工组织设计方案（34页）.doc
  8. 老旧小区改造工程施工方案及技术措施（364页）.doc
  9. 城市更新项目地价公式测算表.xlsx
  10. 房地产项目规划前期投资收益测算模板带公式.xls
  11. 存储器基地项目及配套设施建筑工程临时用水施工方案（40页）.docx
  12. 铁路客运枢纽项目站前框构中桥工程路基注浆加固专项施工方案（19页）.doc
  13. 室内移动式操作平台工程施工方案（19页）.doc
  14. 装配式结构工业厂房基础、主体结构、门窗及装饰工程施工方案（83页）.doc
  15. 地铁6号线区间盾构下穿管线专项施工方案（30页）.doc
  16. 施工工程安全教育培训技术交底（13页）.doc
  17. 老旧小区改造施工方案及技术措施（365页）.doc
  18. 新建贵广铁路线下工程沉降变形观测及评估监理实施细则（126页）.doc
  19. 消防火灾应急疏散演练预案（12页）.doc
  20. 矿山治理工程施工组织设计方案（240页）.docx
  21. 崖城站悬臂式挡墙施工方案（92页）.doc
  22. 北京科技园公寓建设项目整体报告方案.ppt