框架柱钢筋配料单.doc

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:支座负筋(b为柱宽、d为钢筋直径、C为保护层厚度)b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×16=1706b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×20=1758上部通长筋:b-C+㏑÷3+15d-2d=400-40+(5100-275-275)÷3+13×14=2059架立筋:㏑÷3+150×2=1817下部通长筋:㏑+2×(b-C+15d-2d)=(5100-275-275)+2×(400-40+13×20)=5790KL2梁钢筋下料长度:支座负筋:b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×22=1784b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×18=1732上部通长筋:400-40+(5100-275-275)÷3+13×14=2059架立筋:㏑÷3+150×2=1817下部通长筋:㏑+2×(b-C+15d-2d)=(5100-275-275)+2×(400-40+13×22)=5842KL3梁钢筋下料长度支座负筋:b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×20=1758b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×16=1706上部通长筋:400-40+(5100-275-275)÷3+13×14=2059架立筋:㏑÷3+150×2=1817下部通长筋:㏑+2×(b-C+15d-2d)=(5100-275-275)+2×(400-40+13×20)=5010KL4梁钢筋下料长度支座负筋:b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×20=1758b-C+㏑÷4+15d-2d=400-40+(5100-275-275)÷4+13×16=1706上部通长筋:400-40+(5100-275-275)÷3+13×14=2059架立筋:㏑÷3+150×2=1817下部通长筋:㏑+2×(b-C+15d-2d)=(5100-275-275)+2×(400-40+13×18)=5738