框架柱钢筋配料单.doc

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1、框架柱配料单基础钢筋配料单梁钢筋配料单KL1梁钢筋下料长度：1.支座负筋(b为柱宽、d为钢筋直径、C为保护层厚度)①b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×16=1706②b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×20=17582.上部通长筋：b-C+㏑÷3+15d-2d=400-40+(5100-275-275)÷3+13×14=20593.架立筋：㏑÷3+150×2=18174.下部通长筋：㏑+2×(b-C+15d-2d)=(5100-275-275

2、)+2×(400-40+13×20)=5790KL2梁钢筋下料长度：1.支座负筋：①b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×22=1784②b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×18=17322.上部通长筋：400-40+(5100-275-275)÷3+13×14=20593.架立筋：㏑÷3+150×2=18174.下部通长筋：㏑+2×(b-C+15d-2d)=(5100-275-275)+2×(400-40+13×22)=5842KL3梁钢筋下料

3、长度1.支座负筋：①b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×20=1758②b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×16=17062.上部通长筋：400-40+(5100-275-275)÷3+13×14=20593.架立筋：㏑÷3+150×2=18174.下部通长筋：㏑+2×(b-C+15d-2d)=(5100-275-275)+2×(400-40+13×20)=5010KL4梁钢筋下料长度1.支座负筋：①b-C+㏑÷4+15d-2d=400-40+

4、(5100-275-275)÷4+13×20=1758②b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×16=17062.上部通长筋：400-40+(5100-275-275)÷3+13×14=20593.架立筋:㏑÷3+150×2=18174.下部通长筋:㏑+2×(b-C+15d-2d)=(5100-275-275)+2×(400-40+13×18)=5738