九大构件_新增楼层1_九大构件

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1、料表编号：项目名称：九大构件构件部位：新增楼层1_转角墙序号分类C8C18合计1重量75220602812日期:2014年12月08日钢筋配料表项目名称：九大构件部位：新增楼层1_九大构件级直下料根件总重量构件名称钢筋简图别径(mm)数*数根数(kg)备注转角墙C181500242472.00墙立筋（柱12支）C8133016168.41C1820008832.00外水平筋C181250161640.00内水平筋C833028283.65墙柱立筋与外墙水平丁字墙C1815004848144.00筋C81930886.10柱

2、内共16支立筋C81330884.20C181250161640.00内墙水平筋C833042425.47顶层框架梁C181250121230.00柱立筋边柱节点C8193012129.15@200C81390242413.18C181300337.80梁顶筋C181250337.50梁底筋C181000224.00C81530553.02C8430220.34C1810008816.00上3下3腰2C81530663.63C8430330.51审核：翻样：第1页,共3页2014/12/813:46级直下料根件总重量构件名

3、称钢筋简图备注别径(mm)数*数根数(kg)顶层框架梁C181750121242.00中柱节点C8193012129.15@100/200C81390242413.18@100/200C181000161632.00上3下3腰2C8153012127.25C8430440.68剪力墙中间C181000323264.00洞口C893018186.61梁@200柱@100C843010101.70C18400664.80中间层框架柱12支、梁6支上3下C181500202060.00梁边柱节点3腰2C1817508828.00

4、梁上3下3腰2C81930151511.44@100/200C81390303016.47@100/200C81530181810.88C843010101.70中间层框架C181500282884.00梁中柱节点C81930151511.44@100/200C81390303016.47@100/200C81550181811.02C843010101.70主次梁相交C181500121236.00主梁上4下4腰4中间节点C8195012129.24@200审核：翻样：第2页,共3页2014/12/813:46级直下料根

5、件总重量构件名称钢筋简图备注别径(mm)数*数根数(kg)C843010101.70C1810006612.00次梁上3下3C81350663.20@200C1827002210.80主次梁相交C181500121236.00主梁上4下4腰4边节点C8195012129.24@200C843010101.70C1812506615.00次梁上3下3C81350442.13@200C1827002210.80整体框架C18100010*660120.00独立基础C1829506*636212.40柱C1836506*6362

6、62.80C8193023*6138105.20@100/200C8139023*613875.77@100/200C1853006*1060636.00梁底距地200C8155026*10260159.19@100/200C84750464686.31板@200C85000464690.85@200C82500181817.78墙立筋@200C82600121212.32水平筋@200审核：翻样：第3页,共3页2014/12/813:46