再修改版附录D工程量计算书.doc

'目录附录D------------------------------------------------------------214工程量计算书------------------------------------------------------2141.土建工程工程量计算过程表------------------------------------2152.分部分项工程量计算过程表------------------------------------2153.措施项目工程量计算过程表------------------------------------2464.钢筋工程计量------------------------------------------------2504.1楼梯--------------------------------------------------2504.2有梁板------------------------------------------------2514.3柱----------------------------------------------------2614.4梁----------------------------------------------------2634.5剪力墙------------------------------------------------2795.钢筋汇总表--------------------------------------------------285 附录D工程量计算书 土建工程工程量计算过程表分部分项工程量计算过程表序号分项工程名称单位工程量计算式1平整场地M2660.05清单：首层建筑面积660.05定额：外墙外边线各加2m，即S=S首+2×L外+16=660.05+2[2×(9.4+11.4+9.1+37.8/2+13.4+21.4/2+3.6+1.2×2+0.9+18.571)]+16=1069.5342实心砖墙（直形女儿墙）200mmM³47.29十七层：h=1.2-0.1=1.1ml=3.5-0.1+4+1.2+2.9+3.5+4.6+0.8+4.1-0.1=24.4mV0=h×l×d=5.37m3十八层：h=0.9-0.1=0.8ml=1.1-0.1+11.3-0.5+5.7-0.4-1.3+0.5-0.1+2.7+2.2+0.8+2.9-0.2=24.6mV1=h×l×d=3.94m3机房层：：h1=0.9-0.1=0.8ml1=（9.7+0.9）+（9.7+0.9）+2.5+1.2+1.2-0.3-0.3-0.3-0.3+4.6+2.6-0.3-0.4+1.5-0.1+1.03+0.971-0.1=34.701mV2=h×l×d=5.55m3h2=1.4-0.1=1.3ml2=7.2-0.1+5.7-2.5+5.1-4.1-0.1+3.5+3.4+2.8+1.9+1.3=24.1mV3=h×l×d=6.27m3屋顶层：h=0.6-0.1=0.5ml=4.2+1.9+6.8+3.541-0.1+3.1+1.6+4.2=25.41mV4=h×l×d=2.52m3Σ=(V0+V1+V2+V3+V4)×2=47.29m33实心砖墙（直形外墙、卫生间四周墙体）120mmM³236.54扣门窗洞、过梁、构造柱、矩形梁。外墙中心线，内墙净长线。一层：Σ=7.05312-1.7404=5.31272E（E3）户型：V={[2.7+0.8-1.55-0.1+(2.7+0.8-0.2）×2+1.6]×h-S（M1）}×0.12-V过=3.2958-0.01872=3.27708m3扣：V[KL2(1)+L1(1)+L2]=0.7333m3F（F1）户型：V={[2.9-0.1+1.65-0.1]×h-S（M1）}×0.12-V过=1.3122-0.01872=1.29348m3扣V=0.15×0.58×3+0.1305=0.3915m3D/户型：:V=2.9×0.5×0.12=0.174m3:V={[（3.6-0.2）×2+1.6+2.2-0.1+2.28-0.1+0.12]×h-S（M1×2）}×0.12-V过=2.52-0.01872×2=2.48256m3扣V=0.5×0.12×0.4+2×L10(1)=0.6156m3 二、四、八、十、十四、十六层：Σ=（8.75832-2.01775）×6=40.42342E1(E2)户型：V3={[2.7+0.8-1.55-0.1+(2.7+0.8-0.2）×2+1.6]×h-S（M1）}×0.12-V过=3.2958-0.01872=3.27708m3扣V[KL2(1)+L1(1)+L2]=0.7333m3F1（F）户型：V=1.29348m3扣V=0.3915m3D(D1)户型：:V=2.9×0.5×0.12=0.174m3:V={[（2.7-0.9-0.2）×2+1.6]×h-S（M1×2）}×0.12-V过=4.0512-0.01872×2=4.01376m3扣V=0.6156+0.129+0.15×0.43×2.3=0.89295m3三、九、十五层：Σ=（8.75832-2.01775）×3=20.22171E2(E1)户型：V=3.27708m3扣V=0.7333m3F1（F）户型：V=1.29348m3扣V=0.3915m3D(D1)户型：:V=0.174m3:V=4.01376m3扣V=0.89295m3五、七、十一、十三层：Σ=（8.96709-2.01775）×4=27.79736E(E3)户型：V=3.27708m3扣V=0.7333m3F2户型：:V=2.9×0.6×0.12=0.2088m3:V={[2.9-0.1+1.65-0.1]×h-SM1}×0.12-V过=1.3122-0.01872=1.29345m3扣V=0.3915m3D(D1)户型：:V=0.174m3:V=4.01376m3扣V=0.89295m3五、十二层：Σ=（8.96709-2.01775）×2=13.89868E3(E)户型：V=3.27708m3扣V=0.7333m3F2户型：:V=0.2088m3:V=1.29345m3扣V=0.3915m3D1(D)户型：:V=0.174m3:V=4.01376m3扣V=0.89295m3十七层：Σ=7.46484-1.62625=5.83859E复式下：V=3.27708m3扣V=0.7333m3D2户型：:V=0.174m3:V=4.01376m3扣V=0.89295m3十八层：Σ=4.77969E复式上：V={[2.7+0.8-1.55-0.1+(2.7+0.8-0.2）×2+1.6]×h-SM1}×0.12-V过=1.5036-0.01872=1.48488m3D3户型：:V=0.174m3:V=4.01376m3扣V=0.89295m3Σ=118.27217×2=236.544344实心砖墙（M³918.10扣门窗洞、过梁、构造柱、矩形梁。一层：Σ=34.00284-10.02432=23.97852E（E3）户型：:V1={[(1.3+0.7+2.6+1.1-0.1-2.15+11.3-0.5-1.9-0.5-0.4+2.9-0.2-0.1+2.8-0.1-0.4+1.8+1.6+2.9-0.2-0.4+2.2-0.1-0.4)]×2.9-S(C2+C10+TLM4+M1A+C9 直形外墙、卫生间四周墙体）200mm+TLM3+C3+C2+TC1+C4)}×0.2-V过=8.244-0.0408=8.2032m3:V2=[(2.2-0.9+1.6+0.4-0.9)×h-S(M1+MD1)]×0.2-V过=0.688-0.0312=0.6568m3扣：V[(KL1(1)+XL1+0.315+XL9+KL33(2)+KL35(1)+KL38(1)+KL37(1)+KL36(1)+KL18(1)]-0.2×0.58×2.9=3.1314m3F（F1）户型：:V1={[(0.6+2.9+1.65+2.95+0.8-1.55-2.15+8.1-1.4-2.2+0.6+8.1-1.5-0.4-0.4+0.8-0.2)]×2.9-S(C2+C5+TLM5+C11+M3++C4)}×0.2-V过=6.174-0.036=6.138m3:V2=[(2.9-0.1)×h]×0.2=1.624m3扣V[(KL7(1)+XL4+XL8+KL21(1)+XL6+KL25(2)]+0.15×0.58×3+0.2×0.5×1.5=2.231m3D/户型：:V1={[(0.6-0.4-0.5-0.5-0.4+7.2-1.55-1.65+0.9-0.2+1.1+2.5-1.55+3.1+1.6+1.9-0.4-0.4+3.1-0.5-0.1+0.6)]×2.9-S(TLM6+TLM2+C8+TC2+C2+C4+C7)}×0.2=8.826m3:V2=[(1.6+1.9-2)×h]×0.2=0.502m3扣V[(XL6+LL2(1)+XL10+KL16(1)+0.336+0.408+L15(1)+0.2×0.6×(1.6+0.9)+KL28(1)+KL27(1)]=2.929m3核心筒：:V1={[(0.2+0.73+0.871+2.1-0.1+2.2+2+1.9-0.4+2.6+0.7+1.2+1.9+2.1-1.1/2-0.26)]×2.9-S(C16+FM1甲×2+C3A)}×0.2-V过=8.17044-0.0408×2-0.036=8.05284m3扣V[(L3(1)+XL11+0.2×0.45×2.6+KL26(1)+KL30(1)+0.2×0.5×1.9+0.10452+0.2×0.6×2.1]=1.73292m3二、四、八、十、十四、十六层：Σ=（36.62984-10.18992）×6=158.63952E1(E2)户型：:V1={[(1.3+0.7+2.6+1.1+0.1+0.6+0.6-1.65+0.7-+11.3-0.5+0.6+0.1-1.8-0.1-0.5-0.4+2+2.2+0.7-0.2-1.55+2.8-0.1-0.4+1.8+1.6+2.9-0.2-0.4+2.2-0.4)]×2.9-S(C2+C12+TLM4+M1A+C9+M4+C7+C3+C2+TC1+C4)}×0.2-V过=10.13-0.0408=10.0892m3:V2=[(2.2-0.9+1.6+0.4-0.9)×h-S(M1+MD1)]×0.2-V过=0.688-0.0312=0.6568m3扣V=3.1314m3F1（F）户型：:V1=6.138m3:V2=1.624m3扣V=2.231m3D(D1)户型：:V1={[(0.6-0.4-0.5-0.5-0.4+7.2-1.55-1.65+0.9-0.2+1.1+2.5-1.55+3.1+1.6+1.9-0.4-0.4+3.1-0.5-0.1+0.6)]×2.9-S(TLM6+TLM2+C8+TC2+C2+C4+C7)}×0.2=9.509m3:V2=[(1.6+1.9-2)×h]×0.2=0.502m3V=2.929+0.2×0.6×1.38=3.0946m3 核心筒：:V1={[(0.2+0.73+0.871+2.1-0.1+2.2+2+1.9-0.4+2.6+0.7+1.2+1.9+2.1-1.1/2-0.26)]×2.9-S(C16+FM1甲×2+C3A)}×0.2-V过=8.22844-0.0408×2-0.036=8.11084m3扣V=1.73292m3三、九、十五层：Σ=（36.62984-10.18992）×3=79.31976E2(E1)户型：:V1=10.0892m3:V2=0.6568m3扣V=3.1314m3F1（F）户型：:V1=6.138m3:V2=1.624m3扣V=2.231m3D(D1)户型：:V=9.509m3:V=0.502m3V=3.0946m3核心筒：:V1={[(0.2+0.73+0.871+2.1-0.1+2.2+2+1.9-0.4+2.6+0.7+1.2+1.9+2.1-1.1/2-0.26)]×2.9-S(C16+FM1甲×2+C3A)}×0.2-V过=8.22844-0.0408×2-0.036=8.11084m3扣V=1.73292m3五、七、十一、十三层：Σ=（35.41784-10.18992）×4=100.91168E(E3)户型：:V=8.2032m3:V=0.6568m3扣V=3.1314m3F2户型：:V1={[(0.8+2.95+1.65+2.9+0.6+0.7+0.7-1.55-1.65+8.1+0.7-1.4-2.2+1.5+0.8-0.2-+2.2+2.9-0.4-0.4)]×2.9-S(C2+C5+TLM5+C13+M3++C4)}×0.2-V过=6.848-0.036=6.812m3:V2=[(2.9-0.1)×h]×0.2=1.624m3扣V=2.231m3D(D1)户型：:V=9.509m3:V=0.502m3V=3.0946m3核心筒：:V=8.11084m3扣V=1.73292m3六、十二层：Σ=（35.41784-10.18992）×2=50.45584E3(E)户型：:V=8.2032m3:V=0.6568m3扣V=3.1314m3F2户型：:V1=6.812m3:V2=1.624m3扣V=2.231m3D1(D)户型：:V=9.509m3:V=0.502m3扣V=3.0946m3核心筒：:V=8.11084m3扣V=1.73292m3十七层：Σ=32.44904-8.46592=23.98312E复式下：:V1={[(9.3-0.8+2.7-0.1-1.65+11.3-0.5-1.9-0.5-0.4+4.2+0.7-0.2-1.55+2.8-0.1-0.4+1.8+1.6+2.9-0.2-0.4+2.2-0.4)]×2.9-S(C2+C10+TLM4+M1A+C9+M4+TLM3+C3+C2+TC1+C4)}×0.2-V过=8.708-0.0408=8.6672m3:V2=[(2.2-0.9+1.6+0.4-0.9)×h-S(M1+MD1)]×0.2-V过=0.688-0.0312=0.6568m3扣V=V[(KL1(1)+XL1+XL9+KL33(2)+KL35(1)+KL38(1)+KL37(1)+KL36(1)]-0.2×0.58×2.9=2.8164m3D2户型： :V1={[(15.8-5.2-0.4-0.5-0.5-0.4+7.2-1.55-1.65+0.9-0.2+1.1+2.5-1.55+10.6-0.9-0.4-0.5-0.5)]×2.9-S(C15+C6+C8+C1+TC2+C2+C4+TLM3)}×0.2=9.837m3:V2=[(1.6+1.9-2+2.28-0.9-0.1+0.12)×h-SMD1]×0.2=1.314m3扣V=3.0946m3核心筒：:V1={[(0.2+0.73+0.871+2.1-0.1+2.2+2+1.9-0.4+2.2+1.2+1.9+2.1-1.1/2-0.26)]×2.9-S(C16+FM1甲×2+C3A)}×0.2-V过=8.03644-0.0408×2-0.036=7.91884m3扣V=1.73292m3屋面一：:V1={[(2.6+2.95+1.65-1.65-0.1+1.2-0.3+2.95+1.65-0.1-1.75-0.7)]×2.9-S(FM1甲+C2A)}×0.2-V过=4.096-0.0408=4.0552m3扣V=0.205+0.295+0.2×0.5×2.5+0.2×0.4×0.9=0.822m3十八层：Σ=33.76484-7.20702=26.55782E复式上：:V1={[(2.7+0.8-0.1+7.2-2.8-1.8-1.6-0.1-0.3+4.6-1.3-0.4+7.2-0.2-0.2+4.2+0.7-0.2-1.55+2.8-0.1-0.4+1.8+1.6+2.9-0.2-0.4+2.2-0.4)]×2.9-S(M2A+C14+C14+M2+C7+C3+C2)}×0.2-V过=10.461-0.0336×2=10.3938m3:V2=[1.6×h-S(MD1)]×0.2=0.56m3扣V[(WKL2(1)+WKL5(2)+WKL21(1)+WKL22(1)]+0.2×0.45×0.5=1.5575m3D3户型：:V1={[(15.8-5.2-0.4-0.5-0.5-0.4+7.2-1.55-1.65+0.9-0.2+1.1+2.5-1.55+9.7-0.4-0.4-0.5-0.1)]×2.9-S(C15+C8A+C7+C1+TC2+C2+C4+TLM2)}×0.2=9.581m3:V2=[(1.6-0.1+2.28-0.9-0.1+0.12)×h-SMD1]×0.2=1.314m3扣V=3.0946m3核心筒：:V1=7.91884m3扣V=1.73292m31-3轴到1-5轴与1-C轴到1-H轴：:V1={[(2.6+2.95+1.65-1.65-0.1+1.2-0.4+3.25-0.4-0.8)]×2.9-S(M4+C2A)}×0.2-V过=4.038-0.0408=3.9972m3扣V=0.822m3机房层：Σ=14.03312-0.322=13.711121-3轴与1-C轴到1-F轴::V1={[(1.2-0.4+5.4-2.55-0.7-0.1)]×2.9}×0.2=3.8×2.85=2.166m3扣V=0.2×0.5×2.5+0.2×0.4×0.9=0.322m3核心筒（机房层大样）：:V1={[(4.2-0.2+1.9-0.2-0.4+2.6-0.1-0.3+3.641-0.425+3.1-1.2+0.22+1+0.641+4.2-2.2-0.62+2.1-0.1-0.3)]× 2.9-S(C4+FM1A甲+C3B+FM3乙+FM1A甲+C4)}×0.2-V过=12.02072-0.0408×2-0.036×2=11.86712m3V机1=12.02072-0.0408×2-0.036×2=11.86712m3Σ=477.55738×2=955.11476扣构造柱V=37.01384得：918.100925砌块墙（直形女儿墙、外墙、卫生间四周墙体以外的墙体）120mmM³146.09扣门窗洞、过梁、构造柱、矩形梁。一层：Σ=7.8852-2.1106=5.7746E（E3）户型：V5=[(6.6-0.2+1.3-0.2+4.4-0.02-0.4+2.9-0.4-0.1)×h-S(2×M2+TLM1+MD1)]×0.12-V过=3.7778-0.02016×2-0.036=3.70148m3扣V[KL5(1)-KL3(1)-L22(1)]=1.183m3F（F1）户型：V5=[(1.2-0.1+5.4-2.15-0.8-0.1)×h-S(M2)]×0.12-V过=0.9738-0.02016=0.95364m3Vf4=0.188+0.15×0.58×1.1=0.2837m3D/户型：V={[（3.6-0.2）+2.2-0.1+4.8+0.1-1.55]×h-S（M1+M2）}×0.12-V过=2.6514-0.01872-0.02016=2.61252m3扣V=KL15(1)-0.2×0.45×1.3+L11(1)+0.15×0.43×2.3=0.56065m3核心筒:V5=[(1.23+0.6+0.22-0.2)×h-S(FM4(丙+FM3乙))]×0.12-V过=0.6520-0.0216-0.01584=0.61456m3扣V[L12(1)]=0.08325m3二、四、八、十、十四、十六层：Σ=（7.15476-1.83325）×6=31.92906E1(E2)户型：V=[(6.6-0.2+1.3-0.2+4.4-0.02-0.4+2.9-0.4-0.1)×h-S(2×M2+TLM1+MD1)]×0.12-V过=3.77784-0.02016×2-0.036=3.70152m3扣V=1.183mF1（F）户型：V=0.95364m3扣V=0.2837m3D(D1)户型：V=[(2.8+3.6-0.1-2.28-0.1+7.2-1.1-1.2-0.1-1.55)×h-S(M2×2)]×0.12-V过=2.04156-2×0.02016=2.00124m3扣V=0.56065-0.15×0.43×2.3-0.129=0.2833m核心筒：V=[(1.23+0.6+0.22-0.2)×h-S(FM4(丙))]×0.12-V过=0.5142-0.01584=0.49836m3扣V=0.08325m3三、九、十五层：Σ=（7.15476-1.83325）×3=15.96453E2(E1)户型：V=3.70152m3扣V=1.183m3F1（F）户型：V=0.95364m3扣V=0.2837m3D(D1)户型：V=2.00124m3扣V=0.2833m3 核心筒：V=0.49836m3扣V=0.08325m3五、七、十一、十三层：Σ=（7.15472-1.83325）×4=21.28588E(E3)户型：V=3.70148m3扣V=1.183m3F2户型：V=0.95364m3扣V=0.2837m3D(D1)户型：V=2.00124m3扣V=0.2833m3核心筒：V=0.49836m3扣V=0.08325m3五、十二层：Σ=（7.15472-1.83325）×2=10.64294E3(E)户型：V=3.70148m3扣V=1.183m3F2户型：V=0.95364m3扣V=0.2837m3D1(D)户型：V=2.00124m3扣V=0.2833m3核心筒：V=0.49836m3扣V=0.08325m3十七层：Σ=5.22408-0.90955=4.31453E复式下：V5=[(3.6-0.2+1.3-0.22+4.4-0.12-0.4+2.9-0.4-0.1)×h-S(2×M2+TLM1+MD1)]×0.12-V过=2.8008-0.02016×2-0.036=2.72448m3扣V=KL5(1)+KL3(1)=0.543m3D2户型：V=2.00124m3扣V=0.2833m3核心筒：V=0.49836m3扣V=0.08325m3十八层：Σ=2.4996-0.36655=2.13305E复式上：无D3户型：V=2.00124m3扣V=0.2833m3核心筒：V=0.49836m3扣V=0.08325m3Σ=73.04459×2=146.089186砌块墙（直形女儿墙、外墙、卫生间四周墙体以外的墙体）200mmM³521.11扣门窗洞、过梁、构造柱、矩形梁。一层：Σ=18.4833-3.7665=14.7168E（E3）户型：V4={[1.1+2.6+0.7+0.1-1.55+2.9-0.2+2.15-0.1]×h-S(+M2)}×0.2-V过=4.088-0.0336=4.0544m3扣V(KL4+0.2×0.58×2.9)=0.7819m3F（F1）户型：V4={[1.5-0.2+1.2-0.1+2.9-0.1+2.15-1.1+5.4-2.15-0.2-0.2+4.6-2.05-0.1]×h-S(M2+M1)}×0.2-V过=5.869-0.0336-0.0312=5.8042m3扣V(KL8（1）+LL3（1）+0.15×0.58×1.1+0.2×0.5×（2.85-0.8）+0.2×0.5×1.5=1.2699m3D/户型：V={[(3.1+-0.2+7.5-6.4-0.3+1.6+1.1-0.4-0.65+3.6+1.3)×h-S(M2+FM3甲)}×0.2-V过=5.147-0.0336-0.036=5.0774m3扣V[LL1(1)]+0.2×0.6×4.7=0.696m3核心筒： V={[4.2-0.1-0.55-2+1.159+3.541-0.1-1.9-0.1+2.2-0.1+2.607-2.2/cos15o+2.2-0.2+1.49+4.2-0.65-0.1]×h-S(FM2乙)}×0.2-V过=3.5911-0.0408=3.5503m3扣V(L4(1)+KL11(1)+0.3195+0.42=1.0187m3二、四、八、十、十四、十六层：Σ=（19.59485-4.4719）×6=90.7377E1(E2)户型：V={[2.9-0.2+4.4-0.1-0.1+2.6-0.1-0.45]×h-S(+M2)}×0.2-V过=4.929-0.0336=4.8954m3扣V=0.7819m3F1（F）户型：V=5.8042m3扣V=1.2699m3D(D1)户型：V={[(3.1+0.9-2.28-0.2+3.6-1.55-0.4+7.2-1.1-1.2-1.55)×h-S(M2+TLM2A)}×0.2-V过=2.7106-0.0336-0.0774=2.5996m3扣V=0.696+KL14(1)+L18(1)-0.2×0.45×1.3-0.2×0.6×1.38=1.0219m3核心筒：V2={[4.2-0.1-0.55-2+1.159+3.541-0.1-1.9-0.1+2.2-0.1+2.607-2.2/cos15o+2.2-0.2+1.49+4.2-0.65-0.1]×h-S(FM3乙+FM2乙+FM1甲)}×0.2-V过=6.41325-0.036-0.0408-0.0408=6.29565m3扣V=1.0187+KL12(1)=1.3982m3三、九、十五层：Σ=（19.59485-4.4719）×3=45.36885E2(E1)户型：V=4.8954m3扣V=0.7819m3F1（F）户型：V=5.8042m3扣V=1.2699m3D(D1)户型：V=2.5996m3扣V=1.0219m3核心筒：V=6.29565m3扣V=1.3982m3七、十一、十三层：Σ=（18.75385-4.4719）×4=57.1278E(E3)户型：V=4.0544m3扣V=0.7819m3F2户型：V=5.8042m3扣V=1.2699m3D(D1)户型：V=2.5996m3扣V=1.0219m3核心筒：V=6.29565m3扣V=1.3982m3六、十二层：Σ=（18.75385-4.4719）×2=28.5639E3(E)户型：V=4.0544m3扣V=0.7819m3F2户型：V=5.8042m3扣V=1.2699m3D1(D)户型：V=2.5996m3扣V=1.0219m3核心筒：V=6.29565m3扣V=1.3982m3十七层：Σ=14.63165-3.519=11.11265E复式下：V4={[2.9-0.2+3-0.1-0.02-4.4+0.12-0.1+2.6-0.1-0.45]× h-S(+M2)}×0.2-V过=5.77-0.0336=5.7364m3扣V(KL4-0.2×0.55×1.3+0.2×0.58×2.9+0.2×0.4×3+0.2×0.5×2.2)=1.0989m3D2户型：V=2.5996m3扣V=1.0219m3核心筒：V=6.29565m3扣V=1.3982m3十八层：Σ=10.68765-2.7651=7.92255E复式上：V={[5.7-0.1-2.5-0.3+3.7-2.5-0.2]×h-S(M2)}×0.2-V过=1.826-0.0336=1.7924m3扣V(WKL3+0.2×0.55×1.1)=0.345m3D3户型：V=2.5996m3扣V=1.0219m3核心筒：V=6.29565m3扣V=1.3982m3机房层：核心筒:V=[（4.2-0.2+4.2-0.3-0.3-0.3）×h-SFM1A甲]×0.2-V过=5.044-0.0408=5.0032m3Σ=260.55345×2=521.10697暗沟M175.36清单：按图示尺寸以中心线长度计算。L=[2.7+0.2+(0.8+0.15)+(0.8+0.15)+0.5+5.7+11.3-0.5+0.2+3.5+4.6+2.6+3+2.2+3.1+(0.8+0.15)+(0.8+0.15)+0.4+4.2+2.8+3.6+0.175-(0.9+0.15)+0.175+0.9+3.1+3.5+3.1-(0.9+0.15)+(2.2+0.8)×cos150+0.15+1.9+2.1+2.1+0.871-2×2×tan15o+1.3+2.8+3.4+5.1+0.2+0.8+0.15+0.8+0.15+0.8]×2=175.m定额：以体积计算。V=175.×（0.3×0.18）=9.46936m3A.4混凝土及钢筋混凝土工程（标准层-取了第一层）8框架柱M³4.82柱高：+0.000~2.87Σ=4.82161×2个KZ1：0.3×0.5×2.87×2=0.8613×2个KZ2：0.3×0.5×2.87×6=2.5831×2个KZ3：0.3×0.8×2.87×2=1.37769扶壁柱M³0.521×2个FBZ1：0.3×0.3×2.87×2=0.516610构造柱M³2.00与墙同高6×2个GZ1：V=2×{2×（2.87-0.45）×[(0.2+0.06)×0.2+0.2×0.03]+(2.87-0.6)×(0.2+0.06)×0.2+3×(0.2+0.35)×(0.2+0.06)×0.2}=1.583761×2个GZ2：V=（2.87-0.6）×(0.2+0.06)×0.2×2=0.41768Σ=2.00144（同样方法算得其它层的GZ总体积为：35.0124M³）11过梁M³1.36据统计，第一层，门窗上方有过梁的有：M2:3×(0.9+0.5)×0.12×0.2=0.1008, 4×(0.9+0.5)×0.12×0.12=0.08064;TLM1:(1.5+0.5)×0.15×0.12=0.036;M1:2×(0.8+0.5)×0.12×0.2=0.0624,5×(0.8+0.5)×0.12×0.12=0.0936;FM3甲:(1+0.5)×0.12×0.2=0.036;FM2乙:(1.2+0.5)×0.12×0.2=0.0408;FM3乙:(1+0.5)×0.12×0.12=0.0216;FM4丙:(0.6+0.5)×0.12×0.12=0.01584;M4:(1.2+0.5)×0.12×0.2=0.0408;M3:(1+0.5)×0.12×0.2=0.036;FM1甲:2×(1.2+0.5)×0.12×0.2=0.0816;C3A:(1+0.5)×0.12×0.2=0.036;Σ=0.68208×2=1.36416M³12剪力墙Q1M³67.01墙身：V=2×0.2×L×h=30.189h=2.87L=(2.7-0.4-0.4)+(2.15-0.4-0.4)+(1.65-0.5-0.4)+(1.9-0.5-0.4)+(1.65-0.5-0.4)+(2.4-0.5-0.3-0.4)+(1.65-0.9-0.4)+(1.65-0.5-0.4)+(1.2-0.453)+(2.3-0.5-0.4+2.4-0.5-0.5)+(1.65-0.5-0.4)+(2.15-0.4-0.4)+(2.2-0.5-0.4)+(1.3-0.5-0.4+1.2-0.5-0.4)+(1.65-0.4-0.75)+(2.15-0.4-0.4)+(3.1-0.5-0.5+1.5-0.5-0.5)+(1.65-0.5-0.4)×3+(2.4-0.5-0.4)+(2.1-0.5-0.3-0.4)+(1.65-0.5-0.4)×2=26.297墙柱：Σ=36.82382×11个GJZ1：22×（0.5×0.2+0.3×0.2）×2.87=10.10242×5个GJZ1a：10×（0.5×0.2+0.3×0.2）×2.87=4.5922×2个GJZ2：4×（0.5×0.2+0.6×0.2）×2.87=2.52562×1个GJZ3：2×（0.3×0.2×2+0.8×0.2）×2.87=1.60722×1个GJZ4：2×（0.4×0.2+0.75×0.2）×2.87=1.32022×1个GJZ5：2×[（0.323+0.477）×0.2/2+(0.3+0.453)×0.2/2）]×2.87=0.89142×1个GJZ6：2×（0.5×0.2+0.45×0.2）×2.87=1.09062×1个GJZ7：2×（0.5×0.2+0.8×0.2）×2.87=1.49242×1个GJZ8：2×（0.9×0.2+0.3×0.2）×2.87=1.37762×20个GAZ1：40×0.4×0.2×2.87=9.1842×1个GAZ1a：2×0.4×0.2×2.87=0.45922×4个GAZ2：8×0.4×0.2×2.87=1.83682×1个AZ1：2×0.3×0.2×2.87=0.3444Σ=30.189+36.8238=67.012813有梁板80mmM³13.14①号板：V=（2.2-0.2）×（2.7-0.2）×0.08=0.4加梁体积：0.5×KL2(1)+KL38(1)+0.5×0.2×0.58×(2.2-1)=0.35315②号板：V=（1.6-0.2）×（3.5-0.2）×0.08=0.3696 ③号板：V=[（2.9-0.1-0.2）×（1.8-0.2）+0.6×（1.8-0.2-0.1）+（1.8-0.3-0.2）×0.1]×0.08=0.4152加梁体积：L2(1)+0.5×[L1(1)+KL5(1)+0.2×0.58×(3.4-2.4)]+0.2×0.6×(3.4-0.2)=0.96865⑥号板：V=[（2.1-0.1-0.4）×0.1+（2.1-0.2）×（2.55-0.2-0.1）+（1-0.2）×（0.6-0.2）]×0.08=0.3804加梁体积：kL22(1)+0.5×[0.2×0.5×(2.1-0.4)+kL9(1)+0.2×0.4×2.35]=0.3695⑦号板：V=（1.65-0.15）×（4.1-1.1-0.15-0.1）×0.08=0.33加梁体积：0.2×0.6×1.65+0.5×[0.1305+0.15×0.58×(3-0.175)×2]=0.⑾号板：V=[（2.3-0.1-0.075）×（2.2-0.4-0.075）+0.3×（2.3-0.2-0.075）]×0.08=0.34185加梁体积：0.2×0.7×0.6+0.5×[L11(1)+0.15×0.43×2.2+0.2×0.6×1.4]=0.30345⑿号板：V=（1.6-0.15）×（3.6.-0.2）×0.08=0.3944⒀号板：V=（1.9-0.1-0.075）×（3.6.-0.2）×0.08=0.4692加梁体积：L10(1)+0.2×0.6×3.1+0.5×[0.2×0.6×1.4+L10(1)+LL1(1)]=0.9657Σ=6.Σ=6.×2=13.1402514有梁板100mmM³32.59①号板：V=（2.9-0.1-0.075）×（3.5.-0.2）×0.1=0.89925③号板：V=（6.6-0.2）×（1.3-0.2）×0.1=0.704④号板：V=（3-0.2）×（5.7-1.3-0.2）×0.1=1.176加梁体积：0.2×0.6×2.5+0.2×0.58×2.9+0.2×0.6×1.2+0.2×0.5×2.9+0.5×[0.2×0.58×2.2+0.2×0.5×3.5+0.2×0.6×2.5+0.4455+0.351+L1(1)+KL2(1)]=2.14435②号板：V=（2.8-0.2）×（2.9-0.2）×0.1=0.702加梁体积：KL35(1)+0.5×[0.2×0.45×(2.9-1.55)+KL5(1)+KL34(1)]=0.51075⑤号板：V=（3-0.2）×（2.95+0.8-0.1-0.075）×0.1=1.001⑥号板：V=（1.3-0.4）×（2.15+0.2+0.4-1.65-0.075）×0.1=0.09225⑦号板：V=（2.1-1.1）×（1.65.-0.15）×0.1=0.15加梁体积：0.2×0.5×1+0.06+0.2×0.6×(3.75-1.55)+0.15×0.58×1+0.2×0.58×2.15+0.5×[0.2×0.5×1.6+0.188+0.15×0.58×2.9+0.15×0.58×1.075+0.1305]=1.17256 ⑧号板：V=（2.8-0.2）×（4.6+0.8+1.8-1.1-1.3-0.1-1.2-0.1）×0.1=0.884⑨号板：V=（3.6-0.2）×（4.6+0.8+1.8-1.1-2.3-0.1）×0.1=1.258⑩号板：V=（2.2-0.175）×（1.3-0.175）×0.1=0.2278⑾号板：V=（2.8-0.2）×（1.3-0.2）×0.1=0.286⑿号板：V=（3.1-0.2）×（3.6-0.2）×0.1=0.986加梁体积：L18(1)+KL15(1)+0.336+LL2(1)+0.15×0.43×1.3+0.2×0.6×1.7+KL16(1)+0.2×0.6×2.7+0.5×[L15(1)+KL14(1)+0.15×0.43×2.2+0.129+0.2×0.6×2.8+L10(1)]=2.80475⒀号板：V=（3.1-0.2）×（1.6+1.1-0.2）×0.1=0.725Σ=16.Σ=16.×2=32.15有梁板110mmM³24.48①号板：V=（4.2-0.2）×（5.7-0.2）×0.11=2.42加梁体积：0.2×0.6×(3.1-0.4)+2.05+0.2×0.5×1.9+0.5×[KL34(1)+0.4455+0.2×0.6×1]=2.92475②号板：V=[（4.2-0.2）×（2.9+2.15-0.1）+(3-0.2)×(4.6-2.15-0.1)]×0.11=2.7929③号板：V=（4.2-0.2）×（1.65+2.95+0.8+1.8-1.1-0.2）×0.11=2.596加梁体积：LL3(1)+0.5×[KL21(1)+KL8(1)+0.2×0.5×2.35+L20(1)+0.408+KL14(1)+KL24(1)+0.2×0.55×1.4]=1.50785Σ=12.2415Σ=12.2415×2=24.48316有梁板120mmM³25.70①号板：V=（3.6-0.2）×（5.7-1.3-0.2）×0.12=1.7136加梁体积：KL1(1)-0.2×0.6×1.2+XL9+XL1+0.5×[0.351+0.2×0.5×3.5]=0.8365②号板：V=（4.1-0.2）×（3.5-0.2）×0.12=1.5444加梁体积：0.2×0.6×(2.9-2.25)+XL8+XL4+0.5×[L17(1)+0.2×0.58×2.8]=0.73405③号板：V=[（2.1+2.1+0.971-0.2+2.607+0.3+4.2+0.4-1.9-0.1）×(2-0.2)/2+（4.2-0.2+4.36）×(1.5-0.2)/2+(4.36-2.6+1.85)×0.6/2+(1.49+0.3+0.323+2.6-0.2)×(1.22-0.2)/2]×0.12=2.18986④号板：V=[（1.9-0.2）×（4.2-0.2）+(1.9-0.1-0.4)×0.1]×0.12=0.8328⑤号板：V=[（5.2-0.2）×（1.8-0.2）+(1.5-0.2)× (0.8-0.2)+0.5×(2.38-1.8)2cot15]×0.12=1.1289加梁体积：0.5×0.2×0.5×3.15+0.2×0.6×1.8+L3(1)+KL31(2)+KL39(1A)+XL11+0.5×[KL12(1)+L20(1)+0.2×0.5×0.6+0.2×0.5×3.3]+0.104+L9(1)+L6(1)+KL26(1)+L12(1)+KL11(1)+L5(1)+0.2×0.6×(3.02-1.2)=3.86862Σ=12.84873Σ=12.84873×2=25.6974617雨蓬板结-072号详图M³1.201-12轴：0.7×3.32×0.1=0.23241-22轴：0.7×1.72×0.1=0.12043-A轴：[0.7×(1.92+0.7)+0.7×0.92]×0.1=0.2478Σ=0.6006Σ=0.6006×2=1.201218阳台板80mmM³7.26④号板：V=（3-0.2）×（1.8-0.2）×0.08=0.3584⑤号板：V=（1.1-0.2）×（1.8-0.2）×0.08=0.1152加梁体积：L21(1A)+XL2+XL3+L7(1)+0.5×[0.2×0.6×(1.1+2.5)]=0.84⑧号板：V=（1.2+0.6-0.1-0.2）×（4.-0.1-1.4）×0.08=0.3加梁体积：0.5×KL21(1)+L13(1)+2×XL5=0.526⑨号板：V=（4.2-0.2）×（1.4.-0.2）×0.08=0.384加梁体积：L14(1)+XL7+0.5×0.408=0.636⑩号板：V=（2.8-0.2）×（1.2.-0.2）×0.08=0.208加梁体积：0.5×[0.208+L15(1)]=0.26Σ=3.6276Σ=3.6276×2=7.255219其他板(空调板)结-07M³1.187号详图:(1.2-0.1)×(0.7-0.1)×0.08=0.05284号详图:(1.2-0.2)×0.5×0.08=0.046号详图:(1.2-0.1)×0.6×0.08=0.05281号详图:0.6×1.74×0.08×2+0.6×1.84×0.08×2=0.16704+0.176643号详图:(1.2-0.1)×0.5×0.1=0.0555号详图:(1.2-0.1)×0.4×0.1=0.044Σ=0.+0.099=0.58828Σ=0.58828×2=1.1765620直行楼梯M215.74水平投影面积，伸入墙内部分不计算。S=(1.3+2.08-0.1)×(2.6-0.2)=7.872Σ=7.872×2=15.74421其他构件(台阶)M31.70100厚C15混凝土2×[(0.1×+0.15×0.3×3×½+0.2×0.23+0.08× 0.15)×3.75]=1.695922其他构件(女儿墙压顶)M36.71L=24.4+24.6+34.701+24.1+25.241=133.042mV=(0.08+0.1)×0.28/2×L×2=3.353×2=6.71m223散水M2137.77S=(2.7+0.2)×0.8+(0.8+0.4)×0.8+(5.7-0.8+0.1)×0.8+(11.3+0.8-0.5+0.1-0.8+11.3+0.3+0.1)×0.8/2+(1.8-0.2-0.1+1.5-0.8)×0.8/2+(0.6+2.9+1.65+2.95+0.8+0.2)×0.8+(2.9+5.2+0.8+0.1)×0.8+(0.8-0.3+0.8)×0.8+(4.2+2.8+3.6-0.8+0.175)×0.8+(3.1+1.9+4.7+0.9+0.175)×0.8+(2×2.4/cos15+0.8)×0.8/2+[(1.9+3.1+1.1+0.971+0.1-0.1)×2-0.8]×0.8/2+(0.8+0.6)×0.8+(2.8+3.4+2.9+0.2)×0.8+(0.8+0.8)×0.8+(0.8+2.2)×0.8=66.8845Σ=66.8845×2=137.76924坡道M223.69残疾人坡道：100厚C15混凝土{（4.5+1.5-2.53）×1.2+（4.5+1.5）×1.2+0.4×1.4}×2=23.68825现浇混凝土钢筋详见表后A.6屋面及防水工程26屋面1、D2户型入户花园㎡582.40十七层:（2.9+1.2+4-0.2）×（3.5+1.65+2.95+0.8-0.2）-（4.6-1.75+0.1+0.3）×0.2=68.08m2十八层:(11.3-0.5-0.2)×(1.3+1.1-0.1)+(3.6-0.2)×(2+2.6-1.3+0.1)+（2.2+2.9-0.3)×(2.7-0.2）+（2.9-0.3）×（0.6+0.2)=50.02m2机房层：(7.2-0.2)×(2.6+1.1-2.5)+(7.2+1.9-0.2)×(2-0.2)+(3.4+2.8+1.9-0.1)×（2.2+0.1-0.1)+(3.4+2.8-0.1)×0.7+(3.4-0.1)×0.6=48.27m2(4.2-0.2+3.6-0.2)×1.2+(4.2+2.8+3.6-0.2)×(4.6+2.6-1.2-0.2)+(9.7-0.2)×(2.5+0.1-0.1)+(1.5-0.1+0.1)×(2.5-0.2)+(1.03+2/cos15°)×(1.5-0.2)÷2-0.5×2.2tan15°=97.87946m2=(68.08+50.02+48.27+97.87964)×2=528.49892卷边上翻：L=24.4+24.6+34.701+24.1=107.801S=L×0.25×2=107.801×0.25×2=53.9005m2=53.9005+528.49892=582.39942m227屋面2㎡71.82(4.2-0.2)×4.2+(4.2+1.9-0.2)×(2.6-0.2)+0.5×(1.6-0.1)×1.5tan15—0.5×(2.6-1.6/cos15°)²×cot15°=29.6m2为对称结构；=29.6×2=59.2m2卷边上翻：L=25.141mS=L×0.25×2=25.141×0.25×2=12.6205m2 =12.6205+59.2=71.8205m228无机铝盐防水砂浆楼面阳台、入户花园（除D2户型入户花园）㎡1433.03二.四.八.十.十四.十六层E1(E2)户型:S(阳)=(0.5+2.5+1.2)×(1.8-0.1)=7.44m2F1(F)户型:S(阳)=2.9×1.7+0.6×1.1-0.1×0.6=5.53m2S(花)=0.5×3.541×sin15°×3.541÷cos15°+(2.9+2.2+1.5)×1.7+(1.5-0.2)×0.9=1.7+11.22+1.17=14.09m2D1(D)户型:S1(阳)=4.2×(1.5-0.1)=5.88m2S2(阳)=(2.8-0.1)×(1.2-0.1)=2.97m2核心筒:S(花)=(4.2-0.2)×(1.9-0.2)=6.8m2三.九.十五层E2(E1)户型S=7.14m2F1(F)S(阳)=5.53m2S(花)=14.09m2D(D1)户型S1=5.88m2S2=2.97m2核心筒S=6.8m2五.七.十一.十三层E(E3)户型:S(阳1)=7.14m2S(阳2)=2.8×1.3-0.1×0.6=3.58m2F2户型同FS(阳)=5.53m2S(花)=14.09m2D(D1)户型S1=5.88m2S2=2.97m2核心筒入户花园同上S=6.8m2六.十二层E3(E)户型:S(阳1)=7.14m2S(阳2)=2.8×1.3-0.1×0.6=3.58m2F2户型同FS(阳)=5.53m2S(花)=14.09m2D1户型S1=5.88m2S2=2.97m2核心筒入户花园同上S=6.8m2十七层E户型复式下层同E3S(阳1)=7.14m2S(阳2)=3.58m2D2户型S(阳)=(3.1-0.2)×(0.9-0.1)=2.32m2花园不计核心筒入户花园同上S=6.8m2十八层E户型复式上层S(阳)=(1.9-0.2)×(2.0+2.2-0.2)=6.8m2D3户型S(阳)=(4.0-0.2)×(1.65+2.95+2.6-0.2)-0.1×0.8-0.3×0.1=32.247m2综上=(7.14+5.53+5.88+2.97+14.09+6.8)×9+(7.14+3.58+5.53+14.09+5.88+2.97+6.8)×6+(7.14+3.58+2.32+6.8)×1+(6.8+32.247)×1=716.517m2S总=716.517×2=1433.034m2 29屋面排水管M925.20以檐口至设计室外散水上表面垂直距离计算。十七层：2个（46.4+0.6）×2=94十八层：2个（49.3+0.6）×2=99.8机房层：4个（52.2+0.6）×4=211.2屋顶：1个（57.0+0.6）×1=57.6=462.6×2=925.2m30变形缝(见机房层平面图)M52.20外墙变形缝一:从+0.000~52.200，L=52.2M52.20外墙变形缝二：从+0.000~52.200，L=52.2M1.80女儿墙变形缝：L=0.9×2=1.8M7.00屋面变形缝:L=4.6+0.8+1.8-0.2=7B装饰装修工程B.1楼地面工程31水泥砂浆厨房，餐厅，客厅，卧室，主卧室，楼梯间地面㎡382.16以面积计，不扣0.3m2以内的柱，门洞开口部分不增加面积。E(E3)户型S=77.7964m2F户型=F1-0.6×1.3=56.306m2D/户型同上=(1.9-0.2+3.1-0.2)×(3.6-0.2)+(2.2-0.1)×(2.28-0.12)+(3.6-0.2)×(6.1-2.2-0.22)+0.6×(2-0.2)+(0.8+0.2)×(0.12+0.9+0.08)+(1.3-0.2)×(7.5-2.28-0.12-0.1)+(7.5-2.28-0.2-0.9-0.12-0.12-0.1)×(6.1-1.2-1.3)=53.976m2核心筒=3.00356Σ=(77.7964+56.306+53.976+3.00356)×2=382.16392m232水泥砂浆卫生间、卫生间前室地面㎡39.07一层：E(E3)=10.3168F(F1)=4.1004D/=(1.6-0.04)×(3.6-0.2-0.12)=5.1168Σ=19.534×2=39.06833水泥砂浆厨房、餐厅、客厅、卧室、书房、多功能厅、楼梯间、电梯机房楼面㎡6986.26二.四.八.十.十四.十六层:Σ=214.91436×6=1289.48616E1(E2)户型S=(1.8-0.12)×(3.5-0.2)+(2.9-0.2)×(3.5-0.2)-0.1×0.3-0.1×0.3-0.2×0.6+(2.8-0.2)×(2.2+0.7)+3.7×(4.2-0.2)+(3-0.12)×(4.4-0.12)-0.3×0.08+(3.6-0.2)×(4.4-0.1)+0.6×(0.5+1.8-0.1+0.8-0.2)+0.7×(4.2-0.2)+(1.3-0.2)×(11.3-0.5-0.2-0.12)=79.4764m2F1户型S=(2.2-0.1-0.12)×(0.22+0.8+1.53-0.2)+0.6×0.8-0.3×0.1+(3-0.2)×(4.6+2.9-0.2)+(2.9+2.15-0.1)×1+(2.9+1.2-0.2)×(0.6+2.9-0.2)+0.6×1.3+0.2×1.1+(1.2-0.11)×(1.65-0.12)+(2.9-0.1)×(2.95+0.8-0.2)+(1.2-0.1)×(1.2-0.2)=57.086m2D(D1)户型S=(3.6-0.9)×(3.1-0.2)+(1.9-0.2+3.1-0.2)× (3.6-0.2)+(3.6-0.2)×(7.2-3.3-0.2)+(0.8+0.2)×(0.12+0.9+0.18-0.1)+0.6×(2-0.2)(3.6-0.12)×(2.8-0.12)-0.25×0.08+4×4.6+(1.2-0.1)×(10.6-2.28-0.2)+4×0.12=75.3484m2核心筒:S=0.5×(1.159-0.1)×(2.6-1.159tan15°-0.2+2.6-0.2)+0.261×(2.6-0.2)=3.00356m2三九十五层:Σ=214.91436×3=644.74308五.七.十一.十三层:Σ=213.23436×4=852.93744E（E3）户型:S=E2-0.6×(0.5+1.8-0.1+0.8-0.2)=77.794m2F2户型:S=F1+0.6×(0.5+2.7-0.3)-0.6×1.3=58.046m2D（D1）户型:S=75.3484核心筒:S=3.00356六、十二层:Σ=213.23436×2=426.46872十七层:Σ=151.23796E复式下层S=(1.8-0.12)×(3.5-0.2)+(2.9-0.2)×(3.5-0.2)-0.1×0.3-0.3×0.1-0.2×0.6+(2.8-0.2)×(2.2+0.7)+3.7×(4.2-0.2)+(3-0.12)×(2.5-0.2)-0.3×0.08+(3.6-0.2)×(4.4-0.12)+0.7×(4.2-0.2)+(1.3-0.2)×(11.3-0.5-0.2-0.12)=72.886m2D2=D1=75.3484m2核心筒S=3.00356十八层:Σ=107.29196E复式上层S=(3-0.2)×(5.7-2.5-1.9-0.1)+(4.2-0.2)×(5.7-2.5)+(4.6-0.2)×(2.9-0.2)+(1.8-0.3)×0.6=28.94m2D3=D1=75.3484m2核心筒S=3.00356机房层核心筒:S=(4.2-0.4)×(4.2-0.2)+0.5×(4.2+1.9-1.2-2.08-0.1+3÷cos15°)×2.4-0.5×9×tan15°-0.2×0.3=20.9252m2=3493.13216×2=6986.26432m234水泥砂浆卫生间、卫生间前室楼面㎡795.32二.四.八.十.十四.十六层:Σ=24.0268×6=144.1608E1(E2)户型:S=(3.5-1.55)×(2.2-0.12)+(2.2-0.2)×(1.55-0.8-0.1)+(1.6-0.04)×(3.5-0.2-0.12)=10.3168m2F1（F）户型:S=(2.9-0.1-0.12)×(1.65-0.02-0.1)=4.1004m2D1(D)户型:S=(1.6-0.04)×(2.5+1.1-0.2-0.12)+(2.28-0.12)×(2.2-0.12)=9.6096m2 三九十五层:Σ=24.0268×3=72.0804五.七.十一.十三层:Σ=24.0268×4=96.1072六、十二层:Σ=24.0268×2=48.0536十七层:Σ=10.3168+9.6096=19.9264十八层:Σ=14.634E复式上层:S=(1.6-0.02)×(3.5-0.2-0.12)=5.0244m2D3=D1=9.6096m2Σ=397.6624×2=795.324835块料入户大厅、消防电梯前室、公共走道地面㎡91.16S=18.4094+0.2×(0.7+1.5)+0.2×(4.2-0.65-0.1)+（3.1-0.2）×（1.65+2.95+0.8+1.8+1.6-0.2）+1.1×（1.2-0.2）=45.5794m2Σ=45.5794×2=91.1588m236块料消防电梯前室、公共走道楼面㎡612.40二至十六层S1=0.5×(2-0.2)×[4.2+4.791-0.2+3.541+1.159+1.08-(1.23+0.6+0.22-0.2)tan15°+(2.2-0.1)÷cos15°]+(2.2-0.1)×(0.22+0.6+1.23-0.2)+2.6×(1.5-0.2)=18.4094m2十七和十八层：S=S1-2.6×(1.5-0.2)=15.0294m2Σ=(18.4094×15+15.0294×2)×2=612.3996m237水泥砂浆踢脚线（楼梯间、电梯机房）M286.02一层L=2.6-1.159×tan15°-0.2+1.159+3.541-1.2-2.08+1.2-0.1+0.261+2×(1.45²+2.08²)½+2.6-0.2+1.2×2-FM2乙+2×0.1=13.7415m二至十八层L=2.6-1.159×tan15°-0.2+1.159+3.541-1.2-2.08+1.2-0.1+0.261+2×(1.45²+2.08²)½+2.6-0.2+1.2×2-FM3乙+2×0.1=13.9415m机房层L=2.61+3+0.22+1.641-0.2+4.2+1.9-1.2-2.08-0.1+0.3×2-FM3乙+0.2+(2.1-0.2)×4+(4.2-0.2)×4-4×FM1A甲+8×0.1+4×(54.1-52.45)=35.991mΣ=(13.7415+13.9415×17+35.991)×2=286.738×2=573.476mS=573.476×0.15=86.02m238块料踢脚线（消防电梯前室、入户大厅、公共走道）M2105.76一层L=4.2-0.2+1.2-0.2+1.1+4.6+4.2-1.2+3.1-0.2+0.55+0.2+1.65+0.3+0.73+0.971+4.2-0.1+2-0.2+3.541+1.159-1.9+1.08-（1.23+0.6+0.22-0.2）tan15+1.23+0.6+0.22+0.7+0.1+2.6+1.5+4.6-L(M5+FM3甲+FM2乙+FM4丙+2FM1甲+1×2)=33.4353m二至十六层L=[2-0.2+3.541+1.159-1.9+1.08-(1.23+0.6+0.02)×tan15° +(0.7+1.5-0.1)×2+1.23+0.6+0.22-0.2+0.7+0.1+2.6+1.5-0.2+5.1+0.3+0.73-0.2+0.971+4.2-0.1]-L[(FMI甲+FM2乙+2FM2乙+FM4丙+FM1甲+FM1甲+1×2)]+18×0.1=19.1353m十七十八层L=2-0.2+3.541+1.159-1.9+1.08-(1.23+0.62)×tan15+(0.7+1.5-0.1)×2+1.23+0.6+0.22-0.2+2.2-0.1+2.5-0.2+1.03+0.971+4.2-L(FM3乙+2FM2乙+FM4丙+FM1甲+1×2)+14×0.1=16.0353mΣ=(33.4353×1+19.1353×15+16.0353×2)=352.5354×2=705.0708mS=705.0708×0.15=105.76m239金属扶手带栏杆、栏板M1776.20以扶手中心线长度（包括弯头长）计算。楼梯扶手1-18层：tan=1.45/2.08cos=0.82L1=(0.3×2+0.9×8)/COS=9.5081mL1总=18×9.5081=342.2925m机房层：tan1=1.575/2.08cos1=0.797L2=(0.3×2+0.9×8)/COS1=9.7839mL2总=2L2=19.5677mL1=(L1总+L2总)×2=(342.2925+19.5677)×2=723.7204m阳台栏杆：L2=（8×2.8+3.1×8+4.3×17+2.5×16+4.2×16+2.8×9+4×2=523.4m凸窗栏杆L3=（17×1.5+8×1.8+18×1.6+8×2.6+9×2.6+7×1.5+9×1.5+10×2.7+6×2.7+2×2.8+9×1.6+2）×2=404.2m屋顶栏杆：L4=(11.3+2.9+1.2+4+1.2+0.2+4.2+2.8+3.6+2.2+0.5+2.6+1.1+0.8+2.95+1.65+3.5+2.2+0.68+1.74+0.871+3.1+1.9+1.6+3.1)×2=134.882mΣ=L1+L2+L3+L4=1776.2024m40块料台阶面（仿石材地面面砖）M29.00清单：台阶（含最上层踏步边沿加300mm）水平投影面积=2×3.75×（0.3×3+0.3）=9m2定额：按展开实铺面积（含两侧）=[0.3×4+（0.6-0.015）]×3.75×2+S侧=14.057541水泥砂浆零星项目（台阶侧面）M20.67S侧=2×{0.28×0.31+0.15×0.3×3×½+3××0.18}=0.67m2B.2墙柱面工程42㎡4487.11按主墙间净长乘以高度算，高度以室内楼地面至天棚底面算，不扣踢脚线，门窗洞口侧壁不增加面积。 水泥砂浆内墙面（加气砼砌块+砖墙）（厨房、卫生间、卫生间前室内墙）一层：Σ=155.0222E（E3）户型S(卫1)=[(2.2-0.2)×2+(2.7-0.2)×2+0.08]×(2.9-0.08-0.35)-S(C41)=19.0676m2S(卫2)=[(1.6-0.04)×4+(3.5-0.2-0.12)×2]×(2.9-0.08-0.5)-S(C21D1)=24.592m2S(厨1)=[(1.8-0.12)×2+0.1×2+(3.5-0.2)×2]×(2.9-0.03-0.08)-S(C3+TLM1)=23.7964m2F(F1)户型S(卫3)=[(2.9-0.22)×2+(1.65-0.12)×2]×(2.9-0.5-0.08)-S(C21)=16.7344m2S(厨2)=[(2.2-0.22)×2+(0.6+0.22+0.8+1.53-0.2)×2]×(2.9-0.03-0.08)-S(C41)=24.1494m2D/户型S(卫6)=[(1.6-0.04)×4+(3.6-0.2-0.12)×2]×(2.9-0.5-0.08)-S(C2+3M1+MD1)=21.696m2S(厨4)=[(3.6-0.2)×2+(1.9-0.22)×2]×(2.9-0.03-0.08)-S(C4+M1)=24.9864m2二.四.八.十.十四.十六层E1(E2)户型同上ES=67.456m2F1户型同上FS=16.7344+24.1494=40.8838m2D1户型：Σ=65.1146S(卫4)=[(1.6-0.04)×4+(3.6-0.2-0.12)×2]×(2.9-0.03-0.08)-S(C2+2M1D1)=23.376m2S(卫5)=[(2.28-0.12)×2+(2.2-0.12)×2]×(2.9-0.03-0.08)-S(C11)=18.4256m2S(厨3)=[(1.9-0.2)×2+(3.6-0.2)×2]×(2.9-0.03-0.08)-S(C4+7TLM4)=23.313m2Σ=(67.456+40.8838+65.1146)×6=173.4544×6=1040.7264三.九.十五层：Σ=173.4544×3=520.3632E2户型=67.456m2F1户型=40.8838m2D户型=65.1146m2五.七.十一.十三层：Σ=173.4544×4=693.8176E户型=67.456m2F2户型=40.8838m2D户型=65.1146m2六.十二层：Σ=173.4544×2=346.9088E3户型=67.456m2F2户型=40.8838m2 D1户型=65.1146m2十七层：Σ=132.5706E复式下层同E户型=67.456m2D2同D1户型=65.1146m2十八层：Σ=89.7066E户型上层同卫2=24.592m2D3同D1户型=65.1146m2Σ=2979.1154×2=5958.2308m2扣砼墙1471.1192得：4487.111643水泥砂浆内墙面（砼墙）（水泥砂浆内墙面（砼墙））㎡1471.12一层：Σ=39.2838E（E3）：Σ=19.8933卫1：（0.3+2.5+0.8+1.55-0.8）×（2.9-0.08-0.35）=10.7445m2卫2：（0.5-0.02）×（2.9-0.08-0.5）=1.1136m2厨1：（0.6+0.2-0.2+0.3+0.1×2+1.6）×（2.9-0.03-0.08）=8.0352m2F(F1)厨2:：（0.3+0.1+2+0.6）×（2.9-0.03-0.08）=8.37m2D/:厨4：（0.3+1.45+0.3+1.9）×（2.9-0.03-0.08）=11.0205m2二~十六层：Σ=43.1123×15=646.6845E(E1)：19.8933F(F1)：8.37D1(D）:14.849十七层：Σ=34.7423E下：同E：19.8933D2:同D1：14.849十八层：D3：同D1：14.849Σ=735.5596×2=1471.1192m244混合砂浆内墙面（加气砼砌块+砖墙）㎡13413.66一层E户型Σ=137.1728m2a=[(2.9-0.2)×2+(3.5-02)×2-1.5]×(2.9-0.1)-S(M2)=27.51m2b=[2.9×2+(2.8-0.2)]×2.8-S(TLM3+TLM1)=16.23m2c=[3.7×2+(4.2-0.2)]×(2.9-0.11)-S(M1A+C9)=26.396m2d=[(3-0.12)×2+(4.4-0.12)×2]×(2.9-0.1)-S(M2+TLM4)=33.606m2e=[(3.6-0.2)×2+(4.4-0.12)×2]×(2.9-0.12) -S(+C10+C2+MD1+M2)=33.4308m2F户型Σ=120.401m2a=[(2.9-0.1+1.2-0.1)×2+(2.95+0.8-0.2)×2]×(2.9-0.1)-S(C5+M2)=37.28m2b.c=[(4-0.2)×2+(2.9+4.6-0.2)×2-1.1]×(2.9-0.11)-S(M31+TLM5)=49.569m2d=[(2.9+1.2-0.2)×2+(3.5-0.2)×2]×(2.9-0.12)-S(M2+C11)=33.552m2D/户型Σ=176.5869a=[(3.1-0.2)×2+(3.6-0.2)×2-1.6]×(2.9-0.1)-S(M2)=28.91m2b=[(2.2-0.1)×2+(2.28-0.12)×2]×(2.9-0.35-0.08)-S(C1+M1)=18.5244m2c=[(4.8-0.2)×2+(3.6-0.2)×2-2]×(2.9-0.1)-S(M2)=37.87m2d=[(3.6+1.3-0.1-0.1)×2+(7.5-2.28-0.22)×2]×2.8-S(C6+MD1+2M2+M1+FM3甲)=42.2m2e=[(4.2-0.2)×2+(4.6+4.2-0.2)×2-(4.2-0.65-0.1)]×(2.9-0.11)-S(M5+C7+FM3甲)=49.0825m2核心筒Σ=71.948a=(1.5+2.6+0.7+0.22+0.6+1.23)×(2.9-0.12)-S(FM1甲+FM4丙)=15.443m2b=(1.159+3.541-0.2+3.541-0.2+2.6-1.159tan15°-0.2+2.6-0.2+1.2-0.1)×(2.9-0.1)-S(FM2乙+C3A)=33.8666m2c=[(0.2+1.55+0.3+0.73+0.971+4.2-0.1-1×2+2-0.2+3.541+1.159-1.9-0.1+1.08-(1.23+0.62)tan15]×(2.9-0.12)-S(FM1甲+FM2乙+C16)=22.6384二.四.八.十.十四.十六层Σ=557.7056×6=3346.2336E1户型Σ=187.602a=(2.9-0.2)×2×(2.9-0.1)+(3.5-02)×2×(2.9-0.1)-S(TC12)=29.16m2b=[(11.3-0.5-0.2)×2-2×0.12+(9.3-0.6-0.1-0.2)×2+(1.3-0.2)×2]×(2.9-0.1)-S(C7+TLM14+C91A+2M2D112D1)=86.718m2c=[(3-0.12)×2+(4.4-0.12)×2]×(2.9-0.1)-S(M2+TLM4)=33.606m2d=[(3.6+0.5-0.1)×2+(4.4-0.12+0.6)×2]×(2.9-0.1)-S(MD12+C2+C12)=38.118F1户型Σ=118.751a=[(2.9-0.1+1.2-0.1)×2+(2.95+0.8-0.2)×2-1.5]×(2.9-0.1)-S(M2)=35.63m2b.c=[(4-0.2)×2+(2.9+4.6-0.2)×2-1.1]×(2.9-0.11) -S(M31+TLM5)=49.569m2d=[(2.9+1.2-0.2)×2+(3.5-0.2)×2]×(2.9-0.12)-S(M2+C11)=33.552m2D1户型Σ=165.9696a=[(3.1-0.2)×2+(3.6-0.2)×2]×(2.9-0.1)-S(M2+TC2)=30.67m2b=[(3.6-0.2)×2+(7.2-1.1-1.3-0.12)×2-2]×(2.9-0.1)-S(M21)=36.078m2c=[(2.8-0.12)×2+(3.6-0.12)×2]×(2.9-0.1)-S(M2+TLM2)=28.926m2d=[(10.6-2.28-0.1-0.1)×2+(4.6+2.6+1.6-0.2)×2]×2.8-S(C7+TLM2A+MD1+3M2+TLM6+FM1甲)=70.3026m2=30.67+36.078+28.926+70.3026=165.9766m2核心筒Σ=85.383a=[(1.5-0.2+0.7)×2+(2.6+0.22+0.6+1.23)×2]×2.78-S(2FM1甲+FM4甲+FM2乙)=28.334m2b=34.2866m2（同一层，但FM2乙换成FM3乙）c=[1.5+0.7-0.1+2.5-0.22-0.6-1.23-0.1+0.3+0.73+0.971+4.2-2+2-0.2+1.159+3.541-1.9-0.1+1.08-(1.23+0.62)tan15°]×(2.9-0.1)-S(FM2乙+C16+FM1甲+FM3乙)=22.764m2三.九.十五层Σ=556.5056×3=1669.5168E2户型=186.522m2F1户型=118.751m2D户型=165.8496m2核心筒=85.383m2五.七.十一.十三层Σ=506.1684×4=2024.6736E户型=137.1728m2F2户型Σ=37.28+49.569+30.914=117.763m2同F户型，但d=[(2.9+1.2-0.2)×2+(3.5-0.2)×2-2-0.6]×(2.9-0.12)-S(M2)=30.914m2D户型=165.8496m2核心筒=85.383m2六.十二.层Σ=507.3684×2=1014.7368E3户型Σ=138.2528同E户型，但b=[2.9×2+(2.8-0.2)]×2.8-S(C7+TLM1)=17.31m2F2户型=117.763m2D1户型=165.9766m2核心筒=85.383m2 十七层Σ=418.2702E复式下层Σ=27.51+98.168+22.3018+31.5408=179.5296m2a=Ea=27.51m2b.c=[(11.3-0.5-0.2-0.12)×2+(9.3-0.7-0.2)×2+1.9×2+(1.3-0.2)×2]×(2.9-0.1)-S(TLM1+TLM34+C91A2D112D1)=98.168m2d=[(2.5-0.2)×2+(3-0.12)×2]×(2.9-0.12)-S(TLM42)=22.3108m2e=[(3.6-0.2)×2+(4.4-0.12)×2]×(2.9-0.12)-S(M2D1+C2+C102)=31.5408m2D2=D=165.8496m2核心筒Σ=72.891m2同上，但a=[(2.2-0.1)×2+(0.22+0.6+1.23-0.2)×2]×(2.9-0.1)-S(FM1甲+FM2乙+FM4丙)=15.842m2十八层Σ=261.965E复式上层Σ=72.362a=[(4.6-0.2)×2+(9.3-0.1-2.5-0.2)×2]×(2.9-0.12)-S(C3+C72+C142)=49.004m2b=[(3-0.2)×2+(5.7-2.5-0.2)×2]×(2.9-0.12)-S(MD12A2+C14)=23.358m2=49.004+23.358=72.362m2D3Σ=167.6566大部分同D1，但b=[(3.6-0.2)×2+(7.2-1.1-1.3-0.12)×2]×2.78-S(M21+C8A)=37.9548m2d中的FM1甲改为M4，TLM6改为C15得d=71.9826m2核心筒：=72.0756m2大部分同十七层，但c=[……-1.2]×2.78-S(C16+FM2乙+FM3乙)=21.9464m2机房层核心筒Σ=131.21036m2a=[(4.2-0.4)×2+(4.2-0.2)×4]×(3.8-0.12)-S(2C4+4M1甲)=73.408m2b=(4.2+1.9-0.2+2.6-0.2+0.22+1.641-0.2+3+3.641-0.1)×(3.8-0.12)-S(C3B+FM3乙)=57.80236m2=9372.71506×2=18745.43012m2扣砼墙5331.76616得：13413.6639645混合砂浆内墙面（砼墙）㎡5331.77一层：Σ=160.10629E（E3）：h(层高-板厚,考虑标高问题）=45.79475m2a=(0.3+1.45)×(2.9-0.1)=4.9m2b、c=(0.3+1.45+0.3+1.45+0.3+1.45+0.3+2.4+0.5)× (2.9-0.1)=23.61775m2d=(0.3+1.45+0.3)×(2.9-0.1)=5.74m2e=(0.3+1.7+2.15)×(2.9-0.12)=11.537m2F(F1)=43.93m2a=(0.3+1.45+0.8+1.1)×(2.9-0.1)=10.22m2b、c=(2.5-0.1+2.9+1.3+1+0.2)×(2.9-0.11)=20.5065m2d=(0.6+2+02.15)×(2.9-0.12)=13.205m2D/=45.2405m2a=(0.3+1.45)×(2.9-0.1)=4.9m2b=(0.1+2.2)×2×(2.9-0.35-0.08)=5.681m2c=(0.45+0.3)×2×(2.9-0.1)=9.8d=[(1.55-1.2-0.1)×3+0.2+1.9]×(2.9-0.1)=7.98m2e=(1+0.3+0.3+2.15+0.2+0.2+0.45+0.4+0.55+0.5)×(2.9-0.11)=16.8795m2核心筒：（0.3+0.35+0.65+0.3+0.5+1.65+0.323+1.11+0.386）×(2.9-0.12)=25.13954m2二~十六层：Σ=152.80204×15=2292.0306E1：=46.48m2同E，但e=(0.3+1.7+2.15+0.2)×(2.9-0.1)=12.18m2F1(F):=43.9315m2D1(D):=37.81m2a=(0.3+1.45)×(2.9-0.1)=4.9m2b=(0.3+1.45)×2×(2.9-0.1)=5.681m2c=[(1.55-1.3)×2+0.08]×(2.9-0.1)=1.624m2d=(1.45+0.3+0.3+1.65+0.45+0.4+0.55+0.5+2.1)×(2.9-0.11)=21.483m2核心筒：（0.3+0.35+0.65+0.3+0.5+1.65+0.323+1.11+0.386-0.2）×(2.9-0.12)=24.58354m2十七层：Σ=108.18529E下:同E=45.79475m2D2：同D1：=37.807m2核心筒同2）核心筒：=24.58354m2十八层：Σ=74.56794E上：a,b=(0.6+0.3+0.3+1.45+0.3+0.2+0.2+0.4+0.2×4)×(2.9-0.12)=12.649m2D3:同D1：=37.81m2a=(0.3+1.45)×(2.9-0.12)=4.865m2b=(0.3+1.45)×2×(2.9-0.12)=9.73m2c=[(1.55-1.3)×2+0.08]×(2.9-0.12)=1.6124m2d=(1.45+0.3+0.3+1.65+0.45+0.4+0.55+0.5+2.1)×(2.9-0.12)=21.406m2 核心筒：同上：=24.58354m2机房层核心筒：a,b=(0.2+1.9+2.2-0.62-0.1+0.2+0.3+0.2+0.2+0.2+0.2+0.3+0.4+0.3+0.3+0.386+1.1+0.323+0.323+0.2)×(3.8-0.12)=30.99296m2Σ=2665.88308×2=5331.7661646块料墙面(棕色面砖)㎡1970.77外墙垂直投影面积，门窗洞口侧壁及顶面不增加面积。2-1轴到1-11轴一层：S1=[(11.3-0.5)+18.7-3.6+0.4]×(2.9+0.6)-S(C10+TLM41A+C9+C11+TLM5+TLM6+C6)=89.42-(2.6×1.7+2×2.3+0.8×2.3+2.1×1.7+2.7×1.7+2.4×2.3+1.6×1.7)=58.35m2二层：S2=（11.3+18.7-0.6+0.4）×2.9-S(C12+TLM41A+C9+C11+TLM5+TLM6+TLM2)=77.72-(2.6×2.6+2×2.3+0.8×2.3+2.1×1.7+2.7×1.7+2.4×2.3+1.62.1×1.7+2.7×1.7+2.4×2.3+2.3)=40.72m2三-十八层：S3=(4.2+2.8+0.4)×2.9×16-S(14×TLM6+8×TLM2+8×C6+2×C15+C8A)+0.3×(52.2-47.8)=343.36-(14×2.8×2.3+8×1.6×2.3+8×1.6×1.7+2×2.8×1.7+2×1.7)+1.32=190.4m2机房层：S4=(4.2+2.8+0.7+3.6)×(53.1-52.2)=10.17m21-12轴-3-12轴同上1=(S1+S2+S3+S4)×2=299.64×2=599.28m23-12轴-1-12轴一层、二层：S1=(18.572+10.6)×(2.9+0.6+2.9)-S(2×TC1+2×C4+2×C2+2×C3+2×C7+2×TLM55+2×C16+2×C4+2×C2+2×TC2+2×C1)=186.6944-(2×1.5×1.7+2×1.2×1.4+2×0.8×1.4+2×1×1.4+2×1.8×1.7+2×1.8×2.3+4.6×4.1+1.601×1.7×2+2×1.2×1.4+2×0.8×1.4+2×1.6×1.7+2×0.6×1.4)=121.77m2三-十八层：S2=1.4×(1.4+0.6+0.9+1.4)+1.4×(0.9+1.4+0.9+1.4)×7+(0.7+3.1+1.6+1.9+0.8)×(52.2-5.8)+(17.4-16.8)/2×1.8×8=431.26机房层：S3=(1.8+0.7+3.1+1.6+1.9+0.8)×(53.3-52.2)+1×(52.8-50.7)=12.99m21-11轴-2-1轴同上2=(S1+S2+S3)×2=1132.042m22-H-1-A轴一层、二层：S1=(9.3-0.1+13.4-1.6-0.9-0.1)× (2.9+0.6+2.9)-S(2×C2+C10+C12+2×FM1+C5+C5A+2×C11)=93.91m2十七-十八层、机房层：S2=(1.7+2.2+0.1+0.25)×(49.3-47.8)+(1.7+2.2+0.1+0.25+1.1)×(53.1-50.7)+(1.7+2.2+0.1+0.25-1.2)×(50.5-49.3)+(3.2-0.9-0.22-0.1)×(52.8-50.7)=25.813m21-A-3-H同上3=（S1+S2）×2=119.732×2=239.446m2棕色面砖=++=1970.6768m247块料墙面(暖灰色面砖)㎡4034.872-1轴-1-11轴三到十七层：S1=（11.3-0.2+2.9+1.2+2.5-0.2）×2.9×8+（11.3-0.5+2.9+1.2+2.5-0.2-0.2）×2.9×7-S(8×2.6×2.6+7×2.6×1.7+15×2×2.3+15×0.8×2.3+15×2.1×1.7+8×2.7×1.7+7×2.7×2.6+15×2.4×2.3)=347.27m2十八层及机房层：S2=（11.3-0.5+2.9+1.2+2.5-0.2-0.3）×（53.1-49.3）+（2.9+1.2+4-1.2）×(57.6-53.1)+(2.9+1.2+4)×(53.1-52.2)-A(C14+C14+3×C3B+FM1甲)=85.595m21-12轴-3-12轴同上1=(S1+S2)×2=432.865m23-12轴-1-12轴三到十八层：S1=(18.571+18.7-0.4)×(52.2-5.8)-431.26-S(16×C4+16×TC1+16×C2+16×C3+8×C7+8×TLM3+16×C16)=1278.5544-（16×1.2×1.4+16×1.5×1.7+16×0.8×1.4+16×1×1.4+8×1.8×1.7+8×1.8×2.3+16×1.601×1.7）=1096.6072m2机房层：S2=（1.6+1.8+2.8+1.9+2.1+2.1-0.2+0.971）×（53.3-52.2）+（0.6+1.9+2.1+0.971）×（57.6-53.3）=38.3334m22=（S1+S2）×2=2269.8812m22-H-1-A轴：三到十六层：S1=（9.3-0.1+13.4-1.6-1）×（46.4-5.8）-S(14×C2+8×C12+6×C10+14×FM1+8×C5A+6×C5+14×C2)=812-(14×0.8×1.4+8×2.6×2.6+6×2.6×1.7+14×1.2×2.1+8×1.5×2.1+6×1.5×1.7+14×0.8×1.4)=618.26m2机房层：S2=（9.3-0.1+13.4-1.6-1）×（47.6-46.4）+（9.4-0.2）×（50.2-49.3）（9.4-0.2-0.1）×（53.1-50.7）-(3.2-0.9-0.22-0.1)×(52.8-50.7)=47.802m21-A-3-H轴同上3=(S1+S2)×2=1332.124m2暖灰色面砖=++=4034.8702m2 B.3天棚工程48水泥砂浆顶棚(厨房、卫生间、卫生间前室)㎡1373.17以水平投影面积算，板式楼梯底面抹灰按斜面积算，梁侧抹灰并入天棚。（S/表梁侧抹灰）一至十六层S/=0.8×(0.3-0.08)×2×16=0.352×16=5.632一层:E(E3)户型卫1=(2.2-0.2)×(1.55-0.8-0.1)+(2.2-0.12)×(3.5-1.55)=5.356m2卫2=(1.6-0.04)×(3.5-0.2-0.12)=4.9608m2厨1=(1.8-0.3)×0.6+(1.8-0.12)×2.5-0.3×0.1=5.07m2F(F1)户型卫3=(2.9-0.22)×(1.65-0.12)=4.1004m2厨2=(2.2-0.22)×(1.53+0.8+0.22-0.2)-0.1×0.3+0.6×0.8=5.103m2D/户型卫6=(1.6-0.04)×(3.6-0.32)=5.1168m2厨4=(1.9-0.2)×(3.6-0.2)=5.78m2二.四.八.十.十四.十六层:Σ=39.9798×6=239.8788E1(E2)户型同E(E3)户型=15.3896m2F1(F)户型=9.2034D1(D)户型卫4=(1.6-0.04)×(3.6-0.32)=5.1168m2卫5=(2.2-0.12)×(2.28-0.12)=4.4928m2厨房3=(1.9-0.2)×(3.6-0.2)=5.78m2三.九.十五层:39.9798×3=119.9394m2五.七.十一.十三层:39.9798×4=159.9192m2六.十二.层:39.9798×2=79.9596m2十七层:(15.3868+15.3896)×1=30.7764m2十八层:Σ=20.3504m2E复式上层卫2=4.9608m2D3=D1=15.3896m2Σ=(680.9548+5.632)×2=1373.173649㎡8322.37一层Σ=227.62406E(E3)户型Σ=72.4564a：（2.9-0.2）×（3.5-0.2）=8.91 混合砂浆顶棚(餐厅、客厅、卧室、主卧室、书房、多功能厅、公共走道、消防电梯前室、楼梯间、电梯机房)b、c：2.9×（2.8-0.2）+（4.2-0.2）×4.4+（1.3-0.2）×（11.3-0.5-0.32）=36.668d：（3-0.12）×（4.4-0.12）=12.3264e：（3.6-0.2）×（4.4-0.12）=14.552F(F1)户型Σ=50.983(51.883)a=(2.9-0.1)×(2.95+0.8-0.2)+(1.2-0.2)×(1.2-0.1)=11.04F1(a)=a+1.5×0.6=11.94b.c=(3-0.2)×(2.9+4.6-0.2)+1×(2.9+1.65+0.6-0.2)+(1.2-0.1)×(1.65-0.12)=27.073d=(4.1-0.2)×(3.5-0.2)=12.87D/户型a：（3.1-0.2）×（3.6-0.2）=9.86b：（2.28-0.12）×（2.2-0.1）=4.536c:（3.6-2.28-0.22）×（2.2-1.3+0.12）+（3.6-0.2）×（8.8-2.2-0.22）+2×0.6=24.014d：3.6×（7.5-2.28-0.2-0.9-0.12-0.12-0.1）+(1.3-0.2)×(7.5-2.28-0.22)=19.108e：（3.1-0.2）×（4.6+4.2-0.2）+1.1×(1.2-0.2)=26.04核心筒=陶瓷地砖地面+水泥砂浆地面+1.2×2.4+2.3×(2.08²+1.45²)½=57.29467二.四.八.十.十四.十六层Σ=225.78846×6=1354.73076E1(E2)=水泥砂浆楼面-[(1.8-0.12)×(3.5-0.2)-0.1×0.3×2]=73.9924F1=51.883D1(D)=水泥砂浆楼面-厨3=69.5684核心筒=陶瓷地砖楼面+水泥砂浆楼面+1.2×2.4+2.3×(2.08²+1.45²)½=30.12467三.九.十五层Σ=225.78846×3=677.36538E2=73.994F1=51.883D=69.5684核心筒=30.12467五.七.十一.十三层Σ=225.36246×4=901.44984m2E(E3)=水泥砂浆楼面-厨房1=72.7264F2=水泥砂浆楼面-厨2=52.943D=69.5684核心筒=30.12467六.十二层Σ=450.72492E3=72.7264F2=52.943 D1=69.5684核心筒=30.12467十七层Σ=164.1311m2E复式下层=水泥砂浆楼面-厨1=67.816D2=D1=69.5684核心筒=陶瓷地砖楼面+水泥砂浆楼面+1.2×2.4+2.3×(2.08²+1.45²)½=26.7467十八层Σ=116.5434E复式上层=水泥砂浆楼面=28.94D3=D1=69.5684核心筒=陶瓷地砖地面+水泥砂浆地面=26.7467机房层核心筒=水泥砂浆楼面+2.4×1.2+2.3×(1.45²+2.08²)½=29.6369m2Σ=（3958.87439+202.3131）×2=8322.37498一层：Σ=15.9964m2KL4(1)L=1.3-0.2=1.1H1=0.55-0.1=0.45H2=0.55-0.11=0.44S/=0.979KL34(1)L=2.6H1=0.3-0.1=0.2H2=0.3-0.11=0.18S/=1.014L8(3)L=1H=0.3-0.1=0.2S/=0.4KL8(1)L=1.2H1=0.58-0.1=0.48H2=0.58-0.11=0.47S/=1.14KL14(1)L=4.45H1=0.45-0.1=0.35H2=0.45-0.11=0.34S/=3.0705KL15(1)L=1.3-0.2=1.1H=0.45-0.1=0.35S/=0.77L16(1)L=1.3-0.2=1.1H=0.43-0.1=0.33S/=0.726KL24(1)L=2.9H1=0.3-0.1=0.2H2=0.3-0.11=0.19S/=1.131L9(1)L=4.36-2.6=1.76H=0.45-0.12=0.33S/=1.1616KL31(2)L=2.607-[1.08-(0.22+0.6+1.23-0.2)×tan15°]=2。0227H=0.5-0.12=0.38S/=1.5373L5(1)L=2.4H=0.35-0.12=0.23S/=1.104KL12(1)L=3.45H1=0.55-0.12=0.43H2=0.55-0.11=0.44L2=1.3H3=0.55-0.1=0.45L3=L-L2-0.2S/=2.933 二~十六层：Σ=10.8569m2KL4(1)L=1.3-0.2=1.1H1=0.55-0.1=0.45H2=0.55-0.11=0.44S/=0.979KL34(1)L=2.6H=0.3-0.1=0.2H2=0.3-0.11=0.18S/=1.014L8(3)L=1H=0.3-0.1=0.2S/=0.4KL8(1)L=1.2H1=0.58-0.1=0.48H2=0.58-0.11=0.47S/=1.14KL14(1)L=1.3-0.2=1.1H1=0.45-0.1=0.35H2=0.45-0.11=0.34S/=0.759KL15(1)L=1.3-0.2=1.1H=0.45-0.1=0.35S/=0.77L16(1)L=1.3-0.2=1.1H=0.43-0.1=0.33S/=0.726KL24(1)L=2.9H1=0.3-0.1=0.2H2=0.3-0.11=0.19S/=1.131L9(1)L=4.36-2.6=1.76H=0.45-0.12=0.33S/=1.1616KL31(2)L=2.607-[1.08-(0.22+0.6+1.23-0.2)×tan15°]=2H=0.5-0.12=0.38S/=1.5373L5(1)L=2.4H=0.35-0.12=0.23S/=1.104Σ=10.7219×15=160.8285m2十七层KL3(1)L=1.3-0.2=1.1H1=0.45-0.12=0.33H2=0.45-0.1=0.35S/=0.748KL34(1)L=2.6H=0.3-0.1=0.2S/=2.6×2×0.2=1.04KL14(1)L=1.3-0.2=1.1H1=0.45-0.1=0.35H2=0.45-0.11=0.34S/=0.759KL15(1)L=1.3-0.2=1.1H=0.45-0.1=0.35S/=0.77L16(1)L=1.3-0.2=1.1H=0.43-0.1=0.33S/=0.726KL24(1)L=2.9H1=0.3-0.1=0.2H2=0.3-0.11=0.19S/=1.131L9(1)L=4.36-2.6=1.76H=0.4-0.12=0.28S/=0.9856KL31(2)L=2.607-[1.08-(0.22+0.6+1.23-0.2)×tan15°]=2H=0.5-0.12=0.38S/=1.5373L5(1)L=2.4H=0.35-0.12=0.23S/=1.104Σ=9.7469m2十八层WKL4(1)L=2.7H=0.3-0.12=0.18S/=0.972WKL19(5A)L=1.7H=0.45-0.12=0.33S/=1.122L5(1)L=4.36-2.6=1.76H=0.45-0.12=0.33S/=1.1616KL12(2)L=2.607-[1.08-(0.22+0.6+1.23-0.2)×tan15°]=2H=0.5-0.12=0.38S/=1.5373L5(1)L=2.4H=0.35-0.12=0.23S/=1.104KL2(1)L=1.8H=0.4-0.12=0.28S/=1.008 L1(1)L=1.8H=0.5-0.12=0.38S/=1.368L5(1)2个L=1.3-0.2=1.1H=0.45-0.1=0.35S/=0.77×2=1.54KL9(1)L=2.9H=0.3-0.12=0.18S/=1.044机房层：Σ=4.9411m2WKL3(1)L=1.49H=0.4-0.12=0.28S/=0.8344WKL6(1)L=4H=0.45-0.12=0.33S/=2.64LI(1)2个L=2H=0.3-0.12=0.18S/=2×2×2×H=1.44ΣS/=9.7964+160.8285+15.9964+10.8569+4.9411=202.3131m2B.4门窗工程50详见门窗表B.5油漆、涂料、裱糊工程51满刮涂料㎡4530.55内墙、顶棚（入户大厅、消防电梯前室、楼梯间、公共走道）（数据取自混合砂浆内墙和混合砂浆顶棚）S=[49.0825+15.443+22.6384+33.8666+85.383×15+72.891+（1.9×2+3）×2.8+72.075+23.358+57.80236]×2+(26.04+57.29467+30.12467×15+26.7467×2+29.6369)×2=3293.88372+1236.67004=4530.55376m2措施项目工程量计算过程表序号分项工程名称单位工程量计算式脚手架工程1外脚手架㎡11108.16（外墙投影面积计算）L=(9.3+0.2+2.3+0.1)+(18.571+0.73+0.5)+(11.3+0.2)+(1.4+1.5+2.2+1.5-0.2)+(2.9+1.2+1.0+3.0+0.1)+(0.7+2.8+1.65+2.95+0.8+0.1)+(0.2+2.9+1.2+1.0+3.0+4.2+2.8+3.6)+(3.1+1.9+1.6+3.1+0.9)+(13.4-2.9-0.6+0.2)=9.5+2.4+19.801+11.5+6.4+8.2+9+18.9+10.6+10.1+2.4=106.4mS总=106.4×52.2×2=11108.16㎡2里脚手架㎡9581.832L=(2.2+1.6-0.5)+(2.7+0.8-0.1)+(2.7+0.8-0.2)×2+1.6+(1.1+2.6+0.7-0.1)+(2.9-0.1-0.12)+(2.05+2.0+2.2+0.7)+(2.2+0.7-0.4)+(1.1+2.6+0.7-0.4)+(1.3-0.12-0.1)+(3.6+3-0.2)+(2.15-0.4)+(0.7+1.51-0.2)+(0.22+0.8+1.23-0.2)+(2.7+0.9-0.2)× 2+(1.6+0.5)+(3.1-0.1-0.12+4.6+2.8-0.2)+(2.8+1.2-0.1-0.12)+(2.9-0.1)+(2.9-0.1+1.65-0.1)+(0.8+1.5-0.2+0.6+0.22+0.8+1.53-0.3+1.65+2.8)+(0.22+0.8+1.53-0.1-0.1)+1.2=3.3+3.4+6.6+1.6+4.3+2.68+6.95+2.5+4+1.08+6.4+1.75+2.31+2.05+6,.8+2.1+10.08+3.78+2.8+4.35+9.4+2.35+1.2=91.78mS总=91.78×52.2×2=9581.832㎡模板工程3有梁板模板㎡10648.42（根据混凝土的工程量计算）补充：三-十六层梁：（与二层梁）少了KL20（3）V=0.952m3单数层：增加：KL42(1)200×600l=3.6-0.8=2.8V=0.336m3XL11(1)200×400l=1.3V=0.104m3L15(1)200×600l=2.8-0.2=2.6V=0.312m3XL10(1)200×400l=0.6V=0.048m3KL20(1A)200×600l=3.4+0.5=3.9V=0.468m3KL44(1)200×400l=3.1-0.2=2.9V=0.232m3L23(1)200×600l=2.8-0.2=2.6V=0.208m3V=1.78m3偶数层：增加：KL42(1)200×600l=3.6-0.8=2.8V=0.336m3L15(1)200×600l=2.8-0.2=2.6V=0.312m3XL10(1)200×400l=0.6V=0.048m3KL43(1)200×400l=2.8-0.2=2.6V=0.208m3V=1.264m3三-十六层：单数层：V=（22.5558-0.952+1.708）×7=163.1826m3偶数层：V=（22.5558-0.952+1.264）×7=160.0746m3V总=323.26m3×2=646.4m3十七层：（与三-十六层梁相比）增加：XL11(1)200×400l=1.2V=0.096m3XL10(1)200×400l=0.6V=0.048m3L22a(1)200×400l=3-0.2=2.8V=0.224m3L23(1)200×600l=2.8-0.2=2.6V=0.208m3L13(2)200×500l=4-0.2=3.8V=0.38m3KL28(2)200×600l=3.1-0.2=2.9V=0.348m3二层：S1=[（V梁-0.287×2-0.083-0.2985×2-0.129-0.34×2）/0.2+0.58×3.3×2+0.58×3.4×2+1.85×0.3+0.58×3.9×2+0.43×2=(22.5558-2.0576)/0.2+10.231+V80/0.08+V100/0.1+V110/0.11+V120/0.12]×2=(112.72m2+61.94+100.15+52.81+57.25)×2=789.74m2三-十六层：S2={[(323.26-2.0576×14)/0.2+10.231×14]+V80/0.08+V100/0.1+V110/0.11+V120/0.12}× 2=[1615.84+(61.94+100.15+52.81+57.25)×14]×2=7620.2m2十七层：S3=[(23.8853-2.0576)/0.2+10.231×14]+V80/0.08+V100/0.1+V110/0.11+V120/0.12}×2=[119.37+(61.94+100.15+52.81+57.25)]×2=783.04m2十八层：S4=[(16.96-1.29)/0.2+1.29/0.15×14]+V80/0.08+V100/0.1+V110/0.11+V120/0.12}×2=[86.94+(61.94+100.15+52.81+57.25)]×2=718.18m2机房层：S5=305.16+[V80/0.08+V100/0.1+V110/0.11+V120/0.12-7.88-12.43-25.39-29.97+19.57]×2=305.16+432.1=737.26m2=S1+S2+S3+S4+S5=10648.42m2减少：XL5(1)200×400l=1.1V=0.088m32根：V=0.176m3L13(1)200×500l=2V=0.2m3KL20(1)200×600L=2.8V=0.224m3L8(1)150×580l=1.65-0.15V=0.1305m3V=23.8853m3×2=47.77m3十八层梁：经统计V=16.96m34剪力墙模板㎡2766.968标高在2.870及以下，由算砼时知L=27.7S总=27.7×2.87×2=158.998m2标高在2.870以上L=(2.7-0.4-0.4)+(2.15-0.4-0.4)+(1.65-0.5-0.4)+(1.9-0.5-0.4)+(1.65-0.5-0.4)+(2.4-0.5-0.3-0.4)+(1.65-0.9-0.4)+(1.65-0.5-0.4)+(1.2-0.45)+(2.3-0.4-0.5)+(2.4-0.5-0.5)+(1.65-0.5-0.4)+(1.2-0.5-0.4)+(1.3-0.5-0.4)+(2.15-0.4-0.4)+(2.2-0.4-0.5)+(2.15-0.4-0.4)+(1.65-0.4-0.75)+(3.1-0.5-0.5)+(1.5-0.5-0.5)+(1.65-0.4-0.5)2+(2.1-0.4-0.3-0.5)+(1.65-0.4-0.5)×3+(1.65-0.5-0.4)=27.7-0.5-0.75=26.45m2S总=26.45×(52.17-2.87)×2=2607.97m2剪力墙模板和为158.998+2607.97=2766.968m25矩形柱模板㎡8188.04标高在46.370及以下L=20×(0.4×2+0.2)+4×(0.4×2+0.2)+1×(0.3×2+0.2)+11×(0.5×2+0.3+0.2)+2×(0.5+0.8+0.6+0.3)+1×(0.5+0.3+0.6+0.5)+1×(0.6+0.2+0.55+0.55+0.6)+5×(0.5+0.5+0.3+0.3+0.2)+1×(0.5+0.3+0.9+0.7)+1×(0.453+0.477+0.2+0.323+0.3)+1×(0.5+0.65+0.3+0.+1×[(1+0.5)×2-0.2]+1×[(0.5+0.2)×2]+3×(0.3+0.5)×2+1×(0.3+0.8)×2+2×(0.3+0.3)×2+1×(0.8+0.2)+1×(0.1×2+0.3)=80.653m2 S总=80.653×46.37×2=7479.75922m2标高在46.370至49.270L=16×(0.4×2+0.2)+2×(0.4×2+0.2)+1×(0.3×2+0.2)+8×(0.5+0.5+0.5)+1×(0.5×2+0.2×2)+1×(0.8×2+0.2×2)+4×(0.5×2+0.2+0.3+0.3)+1×(0.5×2+0.3×2+0.2)+1×(0.6+0.2+0.55+0.55+0.6)+1×(0.453+0.477+0.2+0.323+0.3)+1×(0.5+0.65+0.3+0.65)+1×[(1+0.5)×2-0.2]+3×(0.3+0.5)×2+1×(0.3+0.8)×2+2×(0.4+0.2)×2+1×(0.5+0.3+0.9+0.7)=69.253m2S总=69.253×(49.27-46.37)×2=401.6674m2标高在49.270至52.17L=13×(0.4×2+0.2)+1×(0.3+0.3)+4×(0.5+0.5+0.3+0.3+0.2)+1×(0.5×2+0.2×2)+1×(0.8×2+0.2×2)+5×(0.4×2+0.2×2)+2×(0.5+0.5+0.3+0.3+0.2)+1×(0.453+0.477+0.2+0.323+0.3)+1×(0.6+0.2+0.55+0.55+0.6)+1×(0.5+0.65+0.3+0.65)+2×(0.3+0.5)×2+1×(0.3+0.8)×2+2×3.14×2×0.2+2×(0.4×2+0.2×2)+1×(0.5+0.3+0.9+0.7)=52.865m2S总=52.865×(52.17-49.27)×2=306.617m2垂直运输工程6垂直运输机械㎡11705.24按建筑面积计算7垂直运输及增加费㎡3410.91+2512.08=5922.99（1）确定不同标高是否垂直分割①49.9~52.8：378.99/524.61>50%,所以不垂直分割，按7~18层，檐高52.8m算；②47~49.9：524.61/671.46>50%,不垂直分割，按7~17层，檐高49.9m算.(2)超高增加费①7~18层，檐高52.8m：折算层=（52.8-20）/3.3=9.94,按9层，S=378.99×9=3410.91㎡②7~17层，檐高49.9m：折算层=（49.9-20）/3.3=9.06,按9层，7~16层：S1=671.46-378.99=292.47㎡17层：S2=524.61-378.99=145.62㎡S=（292.47×10+145.62）/11×9=2512.08㎡ 钢筋工程计量楼梯：梯板钢筋计算公式：K=/bs①下部纵筋长度=Ln（楼板净跨度）×斜坡系数K+2×max（5d,h）分布筋长度=楼板净宽-2×保护层下部纵筋根数n1=（楼板净宽-2×保护层）/间距+1分布筋根数n2=（Ln×斜坡系数-50×2）/间距+1②低端扣筋延伸长度为水平投影长度ln/4L1=[ln/4+(b-保护层)]×斜坡系数一端锚固在低端梯梁内L2=la-(b-保护层)×斜坡系数一端锚固在踏步段斜板上，H1=h-保护层长度=L1+L2+H1分布筋=bn-2×保护层楼板低端扣筋根数=（楼板净宽-2×保护层）/间距+1分布筋根数=（ln/4×斜坡系数）/间距+1③高端扣筋L1=ln/4×斜坡系数一端锚固在高端梯梁内：锚入直段长度0.4la，直钩长度为15d一端锚固在踏步段斜板上H1=h-保护层长度=L1=ln/4×斜坡系数+0.4la+15d+h-保护层TL1（1×2个）200×300上：2根III级ф142×[2400+300+450-25×2+max(35×14-300+25,15×14)+max(35×14-450+25,15×14)]=7.0514.1下：2根III级ф142×(2400+2×35×14)=6.7613.52I级Ф6@75/150L=(200+300)×2-8×25+8×6+10×6=0.908N=[2×max(1.5×300,500)-2×50]/75+2×1+(2400-2×500)/150-1=14+9=2341.768TL2(1×上：2根III级ф142×[2400+400-25×2+2×max(35×14-200+25,1513.52 2个)200×350×14)]=6.76下：2根III级ф142×(2400+2×35×14)=6.7613.52I级Ф6@150L=(200+350)×2-8×25+8×6+10×6=1.008N=(2400-2×500)/150+1=1122.176TB1(2×2个)Bs×hs=260×161.1Ln=2080K=1.176h=120bn=1150b=200La=35dIII级ф8@200（下部纵筋）L=2080×1.176+2×max（5×8，120）=2.6869N=（1150-2×15）/200+1=775.2332III级ф6@200（下部分布筋）L=1150-2×15=1.12N=2080×1.176÷200+1=1462.72III级ф8@200（低端扣紧）L=[2080/4+(200-25)]×1.176+35×8-(200-25)×1.176+(120-15)=0.9965N=727.902III级ф6@200（低端分布筋）L=1.12N=(2080/4)×1.176/200+1=522.4III级ф8@200（高端扣筋）L=(2080/4)×1.176+0.4×35×8+15×8+120-15=0.8285N=723.198III级ф6@200（高端分布筋）L=1.12N=522.4TZ1（2×2个）200×300Hn=1420+30-350=11006根III级ф123×[(1100+1.5×35×12+20×12+600-25+12×12)+(1100+350-25+12×12+600-25+12×12)]=14.93159.724I级ф6@200L=(200+300)×2-8×25+8×6+10×6=0.908N=(1100-2×50)/200+1=621.792钢筋型号下料长度(m)I级ф685.736III级ф6107.52III级ф8126.3332III级ф1259.724III级ф1454.66有梁板上部：A、负筋长度=水平长度＋弯折长度×2（注：弯折长度=板厚-保护层×2）；根数：第一根钢筋距梁或墙边50mmB、贯通筋长度=净跨+两端梁宽+弯折长度×2（注：弯折长度=板厚-保护层×2） 根数：第一根钢筋距梁或墙边50mmC、板底筋=净跨+伸进长度×2（注：伸进长度＝max(支座宽/2,5d)）根数：第一根钢筋距梁或墙边50mm算式合计h=80mm：①号板：III级ф6@170A：l=550+（80-15×2）×2=0.65m；n=2×[(2200-200-50×2)/170+1]=26L=16.9mB：l=2200+200-15×2+（80-15×2）×2=2.47mn=（2700-200-50×2）/170+1=16L=39.52mC:l1=2700-200+2×max(200/2,5×6)=2.7mn1=(2200-200-50×2)/170+1=13l2=2200-200+2×max(200/2,5×6)=2.2mn2=16L=70.3m②号板：III级ф6@170A:l=400+（80-15×2）×2=0.5m；n=2×[(1600-200-50×2)/170+1]=18L=9mB：l=1600+200-15×2+（80-15×2）×2=1.87mn=（3500-200-50×2）/170+1=20L=37.4mC:l1=3500-200+2×max(200/2,5×6)=3.5mn1=(1600-200-50×2)/170+1=9l2=1600-200+2×max(200/2,5×6)=1.6mn2=20L=63.5m③号板：III级ф6@170A:l=450+（80-15×2）×2=0.55m；n=2×[(1800-200-50×2)/170+1]=20L=11mB：l=1800+200-15×2+（80-15×2）×2=2.07mn=（3500-200-50×2）/170+1=20L=41.4mC:l1=3500-200+2×max(200/2,5×6)=3.5mn1=(1800-200-50×2)/170+1=10l2=1800-200+2×max(200/2,5×6)=1.8mn2=20L=71m④、⑤号板：III级ф6@170A:l1=450+（80-15×2）×2=0.55m；n1=(1700-200-50×2)/170+1=10l2=450+1000+(200-15)+（80-15×2）×2=1.735m；n2=10L=22.85mB：l1=1700+200-15×2+（80-15×2）×2=1.97mn1=（3000+1100-200-50×2）/170+1=24l2=3000+1100+200-15×2+（80-15×2）×2=4.37mn2=（1700-200-50×2）/170+1=10L=90.98mC:l1=3000+1100-200+2×max(200/2,5×6)=4.1mn1=(1700-200-50×2)/170+1=10l2=1700-200+2×max(200/2,5×6)=1.7mn2=24L=81.8m ⑥号板：III级ф6@170A:l1=550+（80-15×2）×2=0.65m；n1=2×[(2100-200-50×2)/170+1]+[(1750+800-200-50×2)/170+1]+[(1750+800+600-200-50×2)/170+1]=57l2=600+100-15=0.685m；n2=(1100-200-50×2)/170+1=6L=41.16mB：l1=2100+200-15×2+（80-15×2）×2=2.37mn1=（1750+800-200-50×2）/170+1=15l2=1000+200-15×2+（80-15×2）×2=1.27mn2=（600-200-50×2）/170+1=3L=39.36mC:l1=1750+800-200+2×max(200/2,5×6)=2.55mn1=(2100-200-50×2)/170+1=12l2=0.6mn2=(1000-200-50×2)/170+1=6l3=2100-200+2×max(200/2,5×6)=2.1mn3=(1750+800-200-50×2)/170+1=15l4=1000-200+2×max(200/2,5×6)=1mn4=(600-200-50×2)/170+1=3L=68.7m⑦号板：III级ф6@170A:l=500+（80-15×2）×2=0.6m；n=2×[(1650-200-50×2)/170+1]=18L=10.8mB：l=1650+200-15×2+（80-15×2）×2=1.92mn=（3000-250-50×2）/170+1=17L=32.64mC:l1=3000-250+max(200/2,5×6)+max(150/2,5×6)=2.925mn1=(1650-200-50×2)/170+1=9l2=1650-200+2×max(200/2,5×6)=1.8mn2=17L=54.375m⑧号板：III级ф6@170A:III级ф8@150:l1=450+（80-15×2）×2=0.55m；n1=(600+1100-200-50×2)/150+1=11l2=700-15=0.685m；n2=(1200-100-50-15)/150+1=8L=11.53mIII级ф6@170:l1=450+（80-15×2）×2=0.55m；n1=(600+1100-200-50×2)/170+1=10L=5.5mB：l=600+1200+100-15×2+（80-15×2）×2=1.97mn=（4000-1400-100-50×2）/170+1=16L=31.52mC:l1=4000-1400-100+2×max(200/2,5×6)=2.7mn1=(600+1100-200-50×2)/170+1=10l2=600+1100-200+2×max(200/2,5×6)=1.7mn2=16L=54.2m⑨号板：III级ф6@170A:l=500+（80-15×2）×2=0.6m；n=(1400-200-50×2)/170+1=8L=4.8mB：l=1400+200-15×2+（80-15×2）×2=1.67mn=（4200-200-50×2）/170+1=24L=40.08m C:l1=4200-200+2×max(200/2,5×6)=4.2mn1=(1400-200-50×2)/170+1=8l2=1400-200+2×max(200/2,5×6)=1.4mn2=24L=67.2m⑩号板：III级ф6@170A:l=400+（80-15×2）×2=0.5m；n=(1200-200-50×2)/170+1=7L=3.5mB：l=1200+200-15×2+（80-15×2）×2=1.47mn=（2800-200-50×2）/170+1=16L=23.52mC:l1=2800-200+2×max(200/2,5×6)=2.8mn1=(1200-200-50×2)/170+1=7l2=1200-200+2×max(200/2,5×6)=1.2mn2=16L=38.8m⑾号板：III级ф6@170A:l=550+（80-15×2）×2=0.65m；n=2×[(2300-175-50×2)/170+1]+2×[(2200-175-50×2)/170+1]=52L=33.8mC:l1=2300-175+max(200/2,5×6)+max(150/2,5×6)=2.3mn1=(2200-175-50×2)/170+1=13l2=2200-175+max(200/2,5×6)+max(150/2,5×6)=2.2mn2=(2300-175-50×2)/170+1=13L=58.5m⑿、⒀号板：III级ф6@170A:l1=500+（80-15×2）×2=0.6m；n1=(1900-175-50×2)/170+1=11l2=400+（80-15×2）×2=0.5m；n2=(1600-150-50×2)/170+1=9L=11,1mB：l1=1900+175-15×2+（80-15×2）×2=2.145mn1=（3600-200-50×2）/170+1=21l2=1600+150-15×2+（80-15×2）×2=1.82mn2=（3600-200-50×2）/170+1=21L=83.265mC:l1=3600-200+2×max(200/2,5×6)=3.6mn1=11+9=20l2=1900+1600-175+max(200/2,5×6)+max(150/2,5×6)=3.5mn2=21L=145.5mh=100mm：①号板：III级ф6@140(k6)A:l=700+（100-15×2）×2=0.84m；n=[(2900-175-50×2)/140+1+(3500-200-50×2)/140+1]×2=88C:l1=2900-175+max(200/2,5×6)+max(150/2,5×6)=2.9mn1=(3500-200-50×2)/140+1=24l2=3500-200+2×max(200/2,5×6)=3.5mn2=(2900-175-50×2)/140+1=20②号板：III级ф6@140(k6)A:III级ф6@140:l=700+（100-15×2）×2=0.84m；n=[(2900-200-50×2)/140+1]×2+(2800-200-50×2)/140+1=59III级ф8@190:l=1000+100-15×2=1.07m；n=(2800-200-50×2)/190+1=15L=16.05mC:l1=2800-200+2×max(200/2,5×6)=2.8mn1=(2900-200-50×2)/140+1=24 l2=2900-200+2×max(200/2,5×6)=2.9mn2=(2800-200-50×2)/140+1=19③号板：A:III级6ф@140:l=400+（100-15×2）×2=0.54m；n=(1300-200-50×2)/140+1=9B：III级8ф@200:l=1300+100-15+（100-15×2）×2=1.455mn=（3600-200-50×2）/200+1=18III级6ф@140:l1=1.3mn1=（7200-6200-175-50×2）/140+1=7l2=1300+100-15+（100-15×2）×2=1.455mn2=（2000-175-50×2）/140+1=14C:III级6ф@170:l=1300-200+2×max(200/2,5×6)=1.3mn=（6600-200-50×2）/170+1=39III级6ф@250:l=6600-200+2×max(200/2,5×6)=6.6mn=（1300-200-50×2）/250+1=5④号板：A:III级6ф@140:l1=750+（100-15×2）=0.82m；n1=(3000-1000-175-50×2)/140+1=14l2=900+（100-15×2）=0.97m；n2=(1000-175-50×2)/140+1=7l3=750+（100-15×2）×2=0.89m；n3=(3000-200-50×2)/140+1=21III级8ф@200:l=850+（100-15×2）=0.92n=(4400-200-50×2)/200+1=22III级8ф@150:l=1000+（100-15×2）=1.07n=(4400-200-50×2)/150+1=29B：III级6ф@170:l=4400-100+max(200/2,5×6)=4.4mn=（3000-200-50×2）/170+1=17C:III级6ф@140:l1=3000-200+2×max(200/2,5×6)=3mn1=（4400-200-50×2）/140+1=21l2=4400-200+2×max(200/2,5×6)=4.4mn2=（3000-200-50×2）/140+1=21⑤号板：III级6ф@140A:l1=750+（100-15×2）×2=0.89mn1=[(3000-200-50×2)/140+1]×2+(3750-175-50×2)/140+1+(2550-200-50×2)/140+1=86l2=750+（100-15×2）=0.82m；n2=(1200-175-50×2)/140+1=8C:l1=3000-200+2×max(200/2,5×6)=3m n1=（3750-175-50×2）/140+1=26l2=3750-175+max(200/2,5×6)+max(150/2,5×6)=3.75mn2=（3000-200-50×2）/140+1=21⑥、⑦号板：B：III级6ф@140:l1=1100+100-15+(100-15×2)=1.255mn1=（1200-175-50×2）/140+1=8l2=1650+1200+175-15×2+(100-15×2)×2=3.135mn2=（1100-200-50×2）/140+1=7III级8ф@170:l=1100+150-15+(100-15×2)=1.305mn=（1650-150-50×2）/170+1=10C:III级6ф@140:l=1100-100+max(200/2,5×6)=1.1mn=（1200-175-50×2）/140+1=8III级6ф@170:l1=1100-100+max(200/2,5×6)+max(150/2,5×6)=1.175mn1=10l2=1650+1200-175+max(200/2,5×6)+max(150/2,5×6)=2.85mn2=（1100-100-50×2）/170+1=7⑧、⑾号板：A:III级6ф@140：l1=700+（100-15×2）×2=0.84mn1=(2800-200-50×2)/140+1=19l2=850+（100-15×2）=0.92m；n2=(7200-3300-1200-200-50×2)/140+1=19l3=400+（100-15×2）=0.47mn3=(2200-200-50×2)/140+1=15l4=700+1300-100+200-15+（100-15×2）×2=2.225m；n4=(2800-200-50×2)/140+1=19III级8ф@140：l=1050+（100-15×2）=1.12m；n=(7200-1100-1200-200-50×2)/140+1=34C:III级6ф@140：l1=2800-200+2×max(200/2,5×6)=2.8mn1=（4900-200-50×2）/140+1=34l2=4900-200+2×max(200/2,5×6)=4.9mn2=（2800-200-50×2）/140+1=19⑨、⑩号板：A:III级6ф@140：l1=750+（100-15×2）=0.82mn1=(1300-175-50×2)/140+1=9l2=[900+（100-15×2)]=1.94m；n2=9l3=1300+75-15+（100-15×2）=1.43mn3=(2200-175-50×2)/140+1=15l4=900+（100-15×2）×2=1.04m；n4=(2300-175-50×2)/140+1+(3900-175-50×2)/140+1+(1200-200-50×2)/140+1=51l5=850+（100-15×2）=0.92m； n5=(3900-1200-175-50×2)/140+1=19III级8ф@200：l=900+（100-15×2）=0.97m；n=(3600-200-50×2)/200+1=18C:III级6ф@170：l1=1300-175+max(200/2,5×6)+max(150/2,5×6)=1.3mn1=（2200-175-50×2）/170+1=13l2=2200-175+max(200/2,5×6)+max(150/2,5×6)=2.2mn2=（1300-175-50×2）/170+1=8III级6ф@140：l1=3600-200+2×max(200/2,5×6)=3.6mn1=（3900-175-50×2）/140+1=26l2=3900-175+max(200/2,5×6)+max(150/2,5×6)=3.9mn2=（3600-200-50×2）/140+1=25⑿号板：III级6ф@140A:l1=780+（100-15×2）×2=0.92mn1=(3100-175-50×2)/140+1+[(3600-200-50×2)/140+1]×2+(1400-175-50×2)/140+1=82l2=750+（100-15×2）=0.82mn2=(1300-175-50×2)/140+1=9C:III级6ф@140：l1=3100-175+max(200/2,5×6)+max(150/2,5×6)=3.1mn1=（3600-200-50×2）/140+1=25l2=3600-200+max(200/2,5×6)×2=3.6mn2=（3100-175-50×2）/140+1=22⒀号板：III级6ф@140A:III级6ф@140:l=680+（100-15×2）×2=0.82mn=(3100-200-50×2)/140+1+(2700-200-50×2)/140+1=40III级8ф@200：l=680+（100-15×2）=0.75mn=(2700-200-50×2)/200+1=13III级8ф@190：l=1000+（100-15×2）=1.07mn=(3100-200-50×2)/190+1=16C:III级6ф@140：l1=3100-200+max(200/2,5×6)×2=3.1mn1=（2700-200-50×2）/140+1=19l2=2700-200+max(200/2,5×6)×2=2.7mn2=（3100-200-50×2）/140+1=21h=110mm：①号板：III级6ф@140A:III级8ф@190:l1=1050+（110-15×2）×2=1.21mn1=(1400-200-50×2)/190+1=7l2=1000+（110-15×2）=1.08m n2=(2800-200-50×2)/190+1=15III级8ф@150：l1=1.21mn1=(5700-200-50×2)/150+1=37l2=1.08mn2=37III级8ф@180：l=1.21mn=(4200-200-50×2)/180+1=23C:III级8ф@200：l1=4200-200+max(200/2,5×6)×2=4.2mn1=（5700-200-50×2）/200+1=28III级6ф@125：l2=5700-200+max(200/2,5×6)×2=5.7mn2=（4200-200-50×2）/125+1=33②号板：A:III级6ф@125:l=750+（110-15×2）×2=0.91mn=(1500-200-50×2)/125+1+(2350-200-50×2)/125+1=29III级8ф@200：l1=750+（110-15×2）=0.83mn1=(1500-200-50×2)/200+1=7l2=900+（110-15×2）×2=1.06mn2=(400-200-50×2)/200+1=20III级8ф@140：l=1000+（110-15×2）=1.08mn=(4600-200-50×2)/140+1=32III级8ф@160:l1=1.06mn1=(2900-200-50×2)/160+1=18l2=900+（110-15×2）=0.98mn2=18III级8ф@170:l1=0.98mn1=(2150-100-50×2)/170+1=13C:III级6ф@140：l=3000-200+max(200/2,5×6)×2=3mn=（2350-200-50×2）/140+1=16III级8ф@200：l=4000-200+max(200/2,5×6)×2=4mn=（2150+2900-100-50×2）/200+1=26III级6ф@125：l=7500-200+max(200/2,5×6)×2=7.5mn=（3000-200-50×2）/125+1=23③号板：A:III级8ф@140:l1=1000+（110-15×2）=1.08mn1=(6100-200-50×2)/140+1=43l2=1050+（110-15×2）×2=1.21mn2=(1200-200-50×2)/140+1=22l3=1050+（110-15×2）=1.13mn3=(6100-1200-200-50×2)/140+1=34III级8ф@190:l1=1.21mn1=(4200-200-50×2)/190+1=22l2=1.21mn2=(1100-200-50×2)/190+1=6l3=1.08mn3=(3100-100-50×2)/190+1=16C:III级6ф@125：l=4200-200+max(200/2,5×6)×2=4.2mn=（6100-200-50×2）/125+1=48l=6100-200+max(200/2,5×6)×2=6.1mn=（4200-200-50×2）/125+1=33h=120mm： ①号板：III级ф8@200B:l1=5700-1300+200-15×2+(120-15×2)×2=4.75mn1=（3600-200-50×2）/200+1=18l2=3600+100-15+(120-15×2)×2=3.775mn2=（5700-1300-200-50×2）/200+1=22C:l1=5700-1300-200+max(200/2,5×6)×2=4.4mn1=18l2=3600-200+max(200/2,5×6)×2=3.6mn2=22D:3根III级ф12：l=spr（0.822+1.822）+2×35×12=2.8362n=3E：5根III级ф10：l=500+2×（120-15×2）+254.6=0.9346n=5②号板：B:III级ф8@160：l=4100+100-15+(120-15×2)×2=4.275mn=（3500-175-50×2）/160+1=22III级ф8@200：l=3500+200-15×2+(120-15×2)×2=3.85mn=（4100-200-50×2）/200+1=20C:III级ф6@140：l1=4100-200+max(200/2,5×6)×2=4.1mn1=（3500-175-50×2）/140+1=25l2=3600-200+max(200/2,5×6)×2=3.6mn2=（4100-200-50×2）/140+1=29D:3根III级ф12：l=spr（0.62+1.92）+2×35×12=2.8325n=3③号板：B:III级ф8@200：l1=4200+971+200-15×2+(120-15×2)×2=5.521mn1=（2000-200-50×2）/200+1=10L2=(1.9+1.7+1.5+1.3+1.1+0.9+0.7+0.5+0.3+0.1)×tan15。l3=2000+200-15×2+(120-15×2)×2=2.35mn3=（4200+971-200-50×2）/200+1=26L4=(0.2+0.4)cot15。=2.2392l5=1490+800=2.29mn5=（1220-200-50×2）/200+1=5L6=(1.02+0.82+0.62+0.42+0.22)tan15。=0.8306l7=2000/cot15。+750+100-15+(120-15×2)×2=3.0856mn7=（1500-200-50×2）/200+1=7l8=1220+200-15×2+(120-15×2)×2=1.57mn8=（1490+800-100-50）/200+1=12L9=0.2cot15。=0.7464l10=1500+700+(120-15×2)=2.29mn10=（2700-200-50×2）/200+1=13l11=4360-800+1800+200-15×2+(120-15×2)×2=2.11mn11=（700-100-50）/200+1=4III级ф8@140：l=1500+(120-15×2)=1.59m n=（2600-1100-100-50）/140+1=11C:III级ф8@200：l1=4200+971-200+max(200/2,5×8)×2=5.171mn1=（2000-200-50×2）/200+1=10L2=2.6795l3=2000-200+max(200/2,5×8)×2=2mn3=（4200+971-200-50×2）/140+1=26L4=2.2392l5=1490+800-200+max(200/2,5×8)×2=2.29mn5=5L6=0.8306l7=1500-200+max(200/2,5×8)×2=1.5mn7=（4360-200-50×2）/200+1=22l8=4360-200+max(200/2,5×8)×2=4.36mn8=（1500-200-50×2）/200+1=7l9=700-100+max(200/2,5×8)+max(150/2,5×8)=0.775mn9=（4360-2600-200-50×2）/200+1=9l10=4360-2600-100+max(200/2,5×8)×2=1.86mn10=（700-100-50）/200+1=4④号板：III级ф8@200：B:l1=1900+200-15×2+(120-15×2)×2=2.25mn1=（4200-200-50×2）/200+1=21l2=4200+200-15×2+(120-15×2)×2=4.55mn2=（1900-200-50×2）/200+1=9C:l1=1900-200+max(200/2,5×8)×2=1.9mn1=21l2=4200-200+max(200/2,5×8)×2=4.2mn2=9⑤号板：III级ф8@200：B:l1=5200+200-15×2+(120-15×2)×2=5.55mn1=（1800-200-50×2）/200+1=9L2=(0.2+0.4+0.6)×cot15。=4.4785ml3==1800+200-15×2+(120-15×2)×2=2.15mn3=（5200-200-50×2）/200+1=26L4=(1.45+1.25+1.05+0.85+0.65+0.45+0.25+0.05)tan15。=1.6077ml5=0.8mn5=（1500-200-50×2）/200+1=7l6=1500+200-15×2+(120-15×2)×2=1.85mn5=（800-200-50×2）/200+1=4C:l1=5200-200+max(200/2,5×8)×2=5.2mn1=9L2=4.4785ml3=1800-200+max(200/2,5×8)×2=1.8mn3=26L4=1.6077l5=800-200+max(200/2,5×8)×2=0.8m n5=7l6=1500-200+max(200/2,5×8)×2=1.5mn6=（800-200-50×2）/200+1=4钢筋型号下料长度(m)III级ф64548.96III级ф82145.4216III级ф104.673III级ф1217.0061柱构造柱：（与墙同高）①纵筋长=柱高②箍筋长=（柱截面长+柱截面宽-4×保护层厚度+4d）×2+1.9d×2+max(10d,75mm)×2根数=（柱高-50×2）/间距+1扶壁柱、框架柱：①纵筋长=柱高=层高②箍筋长=（柱截面长+柱截面宽-4×保护层厚度+4d）×2+1.9d×2+max(10d,75mm)×2；根数1=柱高/间距+1；根数2=加密区根数n1+非加密区根数n2=加密区长l1/加密区间距+非加密区长l2/非加密区间距+1加密区长l1=2×max(柱长边，Hn/6,500)+Hb(注：Hb为梁高)非加密区长l2=柱高-加密区长l1③拉筋长=柱截面宽；根数=（柱高-50×2）/间距+1柱尺寸及根数钢筋型号算式合计GZ112个200×200①4根III级ф12L=4×[2×(2870-450)+(2870-600)+3×(2870-350)]=117.36117.36②I级ф6@200l=(200-30×2+2×6)×4+10×6=0.668n1=(2870-450-50×2)/200+1=13n2=(2870-600-50×2)/200+1=12n3=(2870-350-50×2)/200+1=14106.88GZ22个200×400①6根III级ф12L=6×(2870-600)=13.6227.24②I级ф6@200l=(200+400-30×4+4×6)×2+10×6=1.068n=(2870-600-50×2)/200+1=1225.632 FBZ12个300×300①8根III级ф14L=8×2870=22.9645.92②I级ф8@200l=(200+400-30×4+4×8)×2+10×8=1.104n=2870/200+1=1635.328KZ12个300×500①4根III级ф18L=4×2870=11.4822.96①2根III级ф16L=2×2870=5.7411.48②I级ф8@100/200l1=2×max(500,500/6,500)+500=1500l2=2870-1500=1370N=1500/100+1370/200+1=23L=(300+500-30×4+8×4)×2+10×8=1.50469.184③I级ф6@600L=0.3N=(2870-50×2)/600+1=63.6KZ26个300×500①4根III级ф20L=4×2870=11.4868.88①2根III级ф16L=2×2870=5.7434.44②I级ф8@100/200l1=2×max(500,500/6,500)+500=1500l2=2870-1500=1370N=1500/100+1370/200+1=23L=(300+500-30×4+8×4)×2+10×8=1.504207.552③I级ф6@600L=0.3N=(2870-50×2)/600+1=610.8KZ32个300×800①4根III级ф18L=4×2870=11.4822.96①2根III级ф6L=2×2870=5.7411.48①6根III级ф14L=6×2870=17.2234.44②I级ф8@125N=2870/125+1=24L=(300+800-30×4+8×4)×2+10×8=2.104100.992③I级ф6@600L=0.3×=0.9N=(2870-50×2)/600+1=610.8钢筋型号下料长度(m)III级ф1480.36I级ф6157.712III级ф1657.4I级ф8413.056III级ф1845.92III级ф12144.6III级ф2068.88梁 单跨框架梁梁钢筋计算：上：上部通长筋长度＝净跨长+左支座锚固+右支座锚固支座锚固=支座宽-保护层+Max(LaE-支座宽+保护层,15d)[左、右支座锚固长度的取值判断：当hc-保护层(直锚长度)>LaE时，取Max(LaE,0.5hc＋5d);当hc-保护层(直锚长度)≤LaE时,必须弯锚，Max(LaE,hc-保护层＋15d)]中：侧面纵向钢筋－构造或抗扭,构造筋长度=净跨长+2×15d;抗扭筋长度=净跨长+2×锚固长度（lae）下：下部钢筋(通长筋或不通长)长度=净跨长+左支座锚固+右支座锚固端支座锚固=LaE中间支座下部筋锚固长度=max(0.5hc+5d,LaE)左：左支座钢筋(右：右支座钢筋)第一排长度=左或右支座锚固+净跨长/3第二排长度=左或右支座锚固+净跨长/4中间支座负筋长度计算:第一排长度=2×max(第一跨,第二跨)净跨长/3+支座宽第二排长度=2×max(第一跨,第二跨)净跨长/4+支座宽箍筋:长度=[(梁宽b+梁高h-保护层×4+d×4)]×2+1.9d×2+max(10d,75mm)×2根数=((左加密区长度-50)/加密间距+1)+(非加密区长度/非加密间距-1)+((右加密区长度-50)/加密间距+1）非框架梁端支座锚固长度的计算:上部钢筋锚固同框架梁下部钢筋锚固取12d(La用于弧形梁)端支座负筋长度=左支座锚固+净跨长/5双跨梁钢筋计算:1跨右支座下部筋锚固长度同端支座;2跨左支座下部筋锚固长度LaE;1跨右支座负筋锚固长度同端支座;2跨左支座负筋锚固长度LaEΣV=21.77177m3钢筋型号算式合计KL1（1）200×600Ln=2650V=0.318上2根III级ф162×[2650+600-2×25+max（35d-400+25,15d）+max（35d-200+25,15d）]=7.657.65中N2根III级ф122×[2650+2×35d]=6.986.98下2根III7.657.65 级ф16左支3根III级ф162650/3+400-25+max（35d-400+25,15d）=1.4981.498箍I级ф8@100（2）L=(200+600-25×4+4d)×2+10d=1.544N=(2650-50×2)/100+1=27KL2（1）200×430Ln=1850V=0.1591上2根III级ф142×[1850+600-2×25+max（35d-400+25,15d）+max（35d-200+25,15d）]=5.855.85下2根III级ф145.855.85箍I级ф6@200（2）L=(200+430-25×4+4d)×2+10d=1.168N=(1850-50×2)/200+1=10KL3（1）200×450Ln=3900V=0.351上2根III级ф162×[3900+700-2×25+max（35d-500+25,15d）+max（35d-200+25,15d）]=10.3510.35下2根III级ф1610.3510.35左支4根III级ф162/22×[3900/3+500-25+max（35d-400+25,15d）]=4.034.03箍I级ф6@100/200（2）L=(200+450-25×4+4d)×2+10d=1.544N=2×[max(1.5×450,500)-50]/100+[3900-2×max(1.5×450,500)]/200+1=28KL4（1）200×550Ln=4050V=0.4455上2根III级ф162×[4050+700-2×25+max（35d-400+25,15d）+max（35d-300+25,15d）]=10.4510.45中N2根III级ф122×[4050+2×35d]=9.789.78下2根III级ф2211.1811.18左支3根III级ф164050/3+400-25+max（35d-400+25,15d）=1.9651.965箍I级ф8@100/140（2）L=(200+550-25×4+4d)×2+10d=1.244N=2×[max(1.5×550,500)-50]/100+[4050-2×max(1.5×550,500)]/140+1=35KL5（1）200×400Ln=2400V=0.192上2根III级ф142×[2400+1300-2×25+max（35d-500+25,15d）+max（35d-800+25,15d）]=8.148.14下2根III级ф148.148.14左支3根III级ф142400/3+500-25+max（35d-500+25,15d）=1.4851.485箍I级ф8@100/200（2）L=(200+400-25×4+4d)×2+10d=1.544N=2×[max(1.5×400,500)-50]/100+[2400-2×max(1.5×400,500)]/200+1=28KL6（2）200×500上2根III级ф142×[2050+3150+1100-2×25+2×max（35d-400+25,15d）]=13.3413.34 Ln=2050+3150V=0.52下2根III2×[2050+3150+800-2×25+2×15.1级ф16max（35d-400+25,15d）+2×max（35d,1.5Hc+5d）]=15.1右支4根III级ф142/22×[3150/3+400-25+max（35d-400+25,15d）]=3.273.27箍I级ф8@100/200（2）L=(200+500-25×4+4d)×2+10d=1.344N=4×[max(1.5×500,500)-50]/100+[2050+3150-4×max(1.5×500,500)]/200+2=45KL11（1）200×400Ln=1490V=0.1192上2根III级ф122×[1490+977-2×25+max（35d-477+25,15d）+max（35d-500+25,15d）]=5.5545.554下2根III级ф145.6745.674箍I级ф8@100/200（2）L=(200+400-25×4+4d)×2+10d=1.144N=2×[max(1.5×400,500)-50]/100+[1490-2×max(1.5×400,500)]/200+2=15KL33（2）200×600Ln=3700+2500V=0.744上2根III级ф142×[3700+2500+1500-2×25+2×max（35d-500+25,15d）]=16.1416.14下2根III级ф142×[3700+2500+1000-2×25+2×max（35d-500+25,15d）+2×max（35d,1.5Hc+5d）]=17.117.1左支3根III级ф143700/3+500-25+max（35d-500+25,15d）=1.9181.918中支3根III级ф14（3700+2500）/3+500=2.5672.567右支3根III级ф142500/3+500-25+max（35d-500+25,15d）=1.5181.518箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=4×[max(1.5×600,500)-50]/100+[3700+2500-4×max(1.5×600,500)]/200+2=51KL30（1）200×600Ln=3020V=0.3624上2根III级ф142×[3020+600-2×25+max（35d-400+25,15d）+max（35d-200+25,15d）]=8.19下2根III级ф188.39左支3根III级ф143020/3+400-25+max（35d-400+25,15d）=1.918右支3根III级ф143020/3+200-25+max（35d-200+25,15d）=1.518箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[3020-2×max(1.5×600,500)]/200+1=26KL31（2）200×500Ln=2607+4200V=0.6807上2根III级ф162×[2607+4200+1000-2×25+max（35d-200+25,15d）+max（35d-500+25,15d）]=16.76416.764下2根III级ф202×[2607+4200+700-2×25+max（35d-200+25,15d）+max（35d-500+25,15d）+2×max（35d,1.5Hc+5d）]=19.36419.364左支3根2607/3+200-25+max（35d-200+25,15d）=1.4291.429 III级ф16中支3根III级ф16（2607+4200）/3+300=2.5692.569右支3根III级ф164200/3+500-25+max（35d-500+25,15d）=2.1152.115箍I级ф8@100/200（2）L=(200+500-25×4+4d)×2+10d=1.344N=4×[max(1.5×500,500)-50]/100+[2607+4200-4×max(1.5×500,500)]/200+2=50KL36（1）200×580Ln=5300V=0.6148上2根III级ф162×[5300+1400-2×25+max（35d-400+25,15d）+max（35d-1000+25,15d）]=14.2614.26下2根III级ф1814.3814.38左支3根III级ф165300/3+400-25+max（35d-400+25,15d）=2.3822.382右支2根III级ф16+1根III级ф205300/3+1000-25+max（35d-1000+25,15d）=3.0423.042箍I级ф8@100/200（2）L=(200+580-25×4+4d)×2+10d=1.504N=2×[max(1.5×580,500)-50]/100+[5300-2×max(1.5×580,500)]/200+2=37KL34（1）200×300Ln=2600V=0.156上2根III级ф142×[2600+700-2×25+max（35d-200+25,15d）+max（35d-500+25,15d）]=7.55下2根III级ф127.35右支3根III级ф142600/3+500-25+max（35d-500+25,15d）=1.552箍I级ф6@75/150（2）L=(200+300-25×4+4d)×2+10d=0.908N=2×[max(1.5×300,500)-50]/75+[2600-2×max(1.5×300,500)]/150+1=24KL39（1）200×450Ln=3550V=0.3195上2根III级ф162×[3550+850-2×25+max（35d-650+25,15d）+max（35d-200+25,15d）]=9.26下2根III级ф169.26左支4根III级ф162/22×[3550/3+650-25+max（35d-650+25,15d）]=2.697箍I级ф6@100/200（2）L=(200+450-25×4+4d)×2+10d=1.208N=2×[max(1.5×450,500)-50]/75+[3550-2×max(1.5×450,500)]/150+1=34KL32（1）200×600Ln=3800V=0.456上2根III级ф162×[3800+600-2×25+max（35d-400+25,15d）+max（35d-200+25,15d）]=9.95 N2根III级ф123800+2×35d=9.28下2根III级ф2010.4左支3根III级ф162×[3800/3+400-25+max（35d-400+25,15d）]=1.882箍I级ф8@100/150（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[3800-2×max(1.5×600,500)]/150+1=33KL38（1）200×600Ln=1700V=0.204上2根III级ф142×[1700+700-2×25+max（35d-200+25,15d）+max（35d-500+25,15d）]=5.75下2根III级ф145.75箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[1700-2×max(1.5×600,500)]/150+1=18KL35（1）200×600Ln=2300V=0.276上2根III级ф142×[2300+800-2×25+max（35d-300+25,15d）+max（35d-500+25,15d）]=6.95下2根III级ф146.95箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[2300-2×max(1.5×600,500)]/200+1=22KL37（1）200×600Ln=5700V=0.684上2根III级ф162×[5700+800-2×25+max（35d-500+25,15d）+max（35d-300+25,15d）]=13.95下3根III级ф2014.35左支3根III级ф162×[5700/3+300-25+max（35d-300+25,15d）]=2.46右支3根III级ф162×[5700/3+500-25+max（35d-500+25,15d）]=2.615箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[2600-2×max(1.5×600,500)]/200+1=39KL7（1）200×600Ln=4500V=0.54上2根III级ф162×[4500+800-2×25+2×max（35d-400+25,15d）]=11.46N2根III级ф122×(4500+2×35d)=10.68下3根III级ф2212.08左支3根III级ф162×[4500/3+400-25+max（35d-400+25,15d）]=2.1152.115右支3根III级ф162.1152.115箍I级фL=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[4500-2× 8@100/200（2）max(1.5×600,500)]/200+1=33KL41（1）200×500Ln=1800/cos15。=1863V=0.1863上2根III级ф182×[1863+1000-2×25+2×max（35d-500+25,15d）]=6.7076.707下2根III级ф186.7076.707箍I级ф8@100（2）L=(200+500-25×4+4d)×2+10d=1.344N=(1863-2×50)/100+1=19KL8（1）200×580Ln=4950V=0.5742上2根III级ф162×[4950+1600-2×25+2×max（35d-800+25,15d）]=13.96下2根III级ф2214.32左支2根III级ф16+1根III级ф204950/3+800-25+max（35d-800+25,15d）=2.75右支2根III级ф16+1根III级ф202.75箍I级ф8@100/200（2）L=(200+580-25×4+4d)×2+10d=1.504N=2×[max(1.5×580,500)-50]/100+[4950-2×max(1.5×580,500)]/200+1=36KL9（1）200×500Ln=2850V=0.285上2根III级ф142×[2850+500-2×25+max（35d-300+25,15d）+max（35d-200+25,15d）]=7.66下2根III级ф167.94箍I级ф8@100/200（2）L=(200+500-25×4+4d)×2+10d=1.344N=2×[max(1.5×500,500)-50]/100+[2850-2×max(1.5×500,500)]/200+1=22KL12（1）200×550Ln=3450V=0.3795上2根III级ф162×[3450+1150-2×25+max（35d-400+25,15d）+max（35d-750+25,15d）]=10.0610.06N2根III级ф122×(3450+2×35d)=8.58下2根III级ф1610.0610.06左支3根III级ф163450/3+400-25+max（35d-400+25,15d）=1.765右支3根III级ф163450/3+750-25+max（35d-750+25,15d）=2.115箍I级ф8@100/200（2）L=(200+550-25×4+4d)×2+10d=1.444N=2×[max(1.5×550,500)-50]/100+[3450-2×max(1.5×550,500)]/200+1=26KL14（1）200×450上2根III级ф162×[4450+600-2×25+max（35d-400+25,15d）+max（35d-200+25,15d）]=11.25 Ln=4450V=0.4005下2根III级ф2011.7左支3根III级ф164450/3+400-25+max（35d-400+25,15d）=2.098箍I级ф8@100/200（2）L=(200+450-25×4+4d)×2+10d=1.244N=2×[max(1.5×450,500)-50]/100+[4950-2×max(1.5×450,500)]/200+1=31KL15（1）200×450Ln=4450V=0.4003上2根III级ф162×[4450+600-2×25+max（35d-400+25,15d）+max（35d-200+25,15d）]=11.25下2根III级ф2211.98左支2根III级ф16+1根III级ф204450/3+400-25+max（35d-400+25,15d）=2.183箍I级ф8@100/200（2）L=(200+450-25×4+4d)×2+10d=1.244N=2×[max(1.5×450,500)-50]/100+[4950-2×max(1.5×450,500)]/200+1=31KL16（1）200×500Ln=1950V=0.195上2根III级ф142×[1950+600-2×25+max（35d-400+25,15d）+max（35d-200+25,15d）]=6.056.05下2根III级ф146.056.05右支4根III级ф142/22×[1950/3+400-25+max（35d-400+25,15d）]=2.472.47箍I级ф8@100/200（2）L=(200+500-25×4+4d)×2+10d=1.344N=2×[max(1.5×500,500)-50]/100+[1950-2×max(1.5×500,500)]/200+1=18KL21（1）200×600Ln=2500V=0.3上2根III级ф142×[2500+400-2×25+2×max（35d-200+25,15d）]=6.96下2根III级ф146.96右支3根III级ф142500/3+200-25+max（35d-200+25,15d）=1.323箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[2500-2×max(1.5×600,500)]/200+1=23KL20（3）200×600(中间跨200×400)Ln=2800+2600+3400上2根III级ф142×[2800+2600+3400+4×500-2×25+2×max（35d-500+25,15d）]=22.34 V=0.336+0.208+0.408=0.952下2根III级ф142×[2800+2600+3400+1000-2×25+2×max（35d-500+25,15d）+4×max（35d,1.5×500+5d）]=26.9箍I级фL1=(200+600-25×4+4d)×2+10d=1.544N1=4×[max(1.5×600,500)-50]/100+[2800+3400-4×8@100/200（2）max(1.5×600,500)]/200+2=51L2=(200+400-25×4+4d)×2+10d=1.144N2=2×[max(1.5×400,500)-50]/100+[2600-2×max(1.5×400,500)]/200+1=20KL22（1）200×300Ln=800V=0.048上2根III级ф122×[800+700-2×25+max（35d-200+25,15d）+max（35d-500+25,15d）]=3.753.75下2根III级ф123.753.75箍I级ф6@70（2）L=(200+300-25×4+4d)×2+10d=0.908N=(800-2×50)]/70+1=11KL25（2）200×500(第一跨200×400)Ln=1300+4300V=0.104+0.43=0.534上2根III级ф162×[1300+4300+700-2×25+max（35d-200+25,15d）+max（35d-500+25,15d）]=13.7513.75下2根III级ф1613.7513.75中支3根III级ф16(1300+4300)/3+500=2.367右支3根III级ф164300/3+500-25+max（35d-500+25,15d）=2.148箍I级ф8@100/200（2）L1=(200+400-25×4+4d)×2+10d=1.144N1=2×[max(1.5×400,500)-50]/100+[1300-2×max(1.5×400,500)]/200+2=14L2=(200+500-25×4+4d)×2+10d=1.344N2=2×[max(1.5×500,500)-50]/100+[4300-2×max(1.5×500,500)]/200+1=29KL24（1）200×300Ln=2900V=0.174上2根III级ф142×[2900+700-2×25+max（35d-500+25,15d）+max（35d-200+25,15d）]=8.15下2根III级ф148.15左支3根III级ф142900/3+500-25+max（35d-500+25,15d）=1.652箍I级ф6@100/150（2）L=(200+300-25×4+4d)×2+10d=0.908N=2×[max(1.5×300,500)-50]/100+[2900-2×max(1.5×300,500)]/150+1=24KL23（1）200×600Ln=5300V=0.636上2根III级ф162×[5300+700-2×25+max（35d-400+25,15d）+max（35d-300+25,15d）]=12.95中N2根III级ф142×[5300+2×35d]=11.58下3根III级ф2020.1右支5根III级ф163/2上排：5300/3+400-25+max（35d-400+25,15d）=2.382下排：2×[5300/4+400-25+max（35d-400+25,15d）]=3.88箍I级фL=(200+600-25×4+4d)×2+10d=1.544 8@100/150（2）N=2×[max(1.5×600,500)-50]/100+[5300-2×max(1.5×600,500)]/200+1=43KL26（1）200×400Ln=1780V=0.1424上2根III级ф142×[1780+653-2×25+max（35d-200+25,15d）+max（35d-453+25,15d）]=5.816下2根III级ф125.616右支3根III级ф141780/3+453-25+max（35d-453+25,15d）=1.231箍I级ф6@100/200（2）L=(200+400-25×4+4d)×2+10d=1.108N=2×[max(1.5×400,500)-50]/100+[1780-2×max(1.5×400,500)]/200+1=16KL27（1）200×600Ln=2500V=0.3上2根III级ф142×[2500+800-2×25+max（35d-200+25,15d）+max（35d-600+25,15d）]=7.557.55下2根III级ф147.557.55箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[2500-2×max(1.5×600,500)]/200+1=23KL28（1）200×600Ln=5800V=0.696上2根III级ф162×[5800+1000-2×25+2×max（35d-500+25,15d）]=14.46下2根III级ф2214.82右支4根III级ф162/22×[5800/3+500-25+max（35d-500+25,15d）]=5.2975.297右支4根III级ф162/25.2975.297箍I级ф8@100/200（2）L=(200+600-25×4+4d)×2+10d=1.544N=2×[max(1.5×600,500)-50]/100+[5800-2×max(1.5×600,500)]/200+1=39XL1200×600Ln=700V=0.084上2根III级ф162×[700+200+2150-2×25+max（35d-2150+25,15d）+15d]=6.96下2根III级ф122×(700+200-2×25+2150)=6箍I级ф6@100/（2）L=(200+600-25×4+4d)×2+10d=1.544N=(700+25-50×2)/100+1=8XL2200×上3根III级ф3×[1800+500-2×25+max（35d-500+25,15d）+15d]=8.19 400Ln=1600V=0.12816下2根III级ф122×(1800+500-2×25)=4.5箍I级ф6@100/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(1600+25-50×2)/100+1=17XL3200×400/250Ln=1600V=0.032上3根III级ф203×[1800+1650-2×25+max（35d-1650+25,15d）+12d]=12.42下2根III级ф122×(1800+1650-2×25)=6.8箍I级ф8@100/（2）L=(200+250+75-25×4+4d)×2+10d=0.994N=(1600+25-50×2)/100+1=17XL9200×600Ln=1700V=0.228上2根III级ф182×[1900+1900-2×25+max（35d-1900+25,15d）+15d]=8.58下2根III级ф142×(1900+1900-2×25)=7.5箍I级ф6@100/（2）L=(200+600-25×4+4d)×2+10d=1.508N=(1700+25-50×2)/100+1=18XL11’200×600Ln=871V=0.10452100/cos15。=103.5上2根III级ф142×[871+103.5+650-2×25+max（35d-650+25,15d）+15d]=3.989下2根III级ф142×(871+103.5+650-2×25)=3.149箍I级ф8@100/（2）L=(200+600-25×4+4d)×2+10d=1.544N=(871+25-50×2)/100+1=11XL4200×600Ln=600V=0.072上2根III级ф162×[800+2150-2×25+max（35d-2150+25,15d）+15d]=6.76下2根III级ф122×(600+200+2150-2×25)=5.8箍I级ф8@100/（2）L=(200+600-25×4+4d)×2+10d=1.544N=(600+25-50×2)/100+1=7 2根XL5200×400Ln=900V=0.088×2=上2根III级ф162×[800+1100-2×25+max（35d-800+25,15d）+15d]=4.669.32下2根III级ф122×(800+1100-2×25)=3.77.4箍I级ф6@100/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(900+25-50×2)/100+1=102根XL6200×350Ln=600V=0.042×2=上2根III级ф142×[600+3100-2×25+max（35d-3100+25,15d）+15d]=8.14下2根III级ф122×(600+3100-2×25)=7.3箍I级ф6@100/（2）L=(200+350-25×4+4d)×2+10d=1.008N=(600-25-50)/100+1=7XL11200×600Ln=730V=0.0876100/cos15。=103.5上2根III级ф202×[730+103.5+1650-2×25+max（35d-1650+25,15d）+15d]=6.068下2根III级ф202×(730+103.5+1650-2×25)=4.867箍I级ф6@100/（2）L=(200+600-25×4+4d)×2+10d=1.508N=(730+103.5-25-50)/100+1=9XL7200×400Ln=1200V=0.112上2根III级ф162×[1400+1650-2×25+max（35d-1650+25,15d）+15d]=6.96下2根III级ф122×(1400+1650-2×25)=6箍I级ф6@100/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(1200+25-50×2)/100+1=13XL10200×350Ln=1000V=0.07上2根III级ф142×[2400+1000-2×25+max（35d-2400+25,15d）+15d]=7.54下2根III级ф122×(2400+1000-2×25)=6.7箍I级фL=(200+350-25×4+4d)×2+10d=1.008N=(1000-25-50)/100+1=11 6@100/（2）XL8200×600Ln=2100V=0.252上2根III级ф202×[2300+2100-2×25+max（35d-2300+25,15d）+15d]=9.9下2根III级ф142×(2300+2100-2×25)=8.7箍I级ф6@100/（2）L=(200+600-25×4+4d)×2+10d=1.508N=(2100+25-50×2)/100+1=20L1(1)、L2(1)150×580Ln=3300V=0.2871上2根III级ф142×[3300+400-2×25+2×max（35d-200+25,15d）]=8.5617.12下2根III级ф142×(3300+2×12d)=7.27214.544箍I级ф6@200/（2）L=(150+580-25×4+4d)×2+10d=1.368N=(3300-50×2)/200+1=17L7(1)200×400Ln=1600V=0.128上2根III级ф142×[1600+400-2×25+2×max（35d-200+25,15d）]=5.165.16下2根III级ф122×(1600+2×12d)=3.7763.776箍I级ф6@200/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(1600-50×2)/200+1=9L3(1)200×450Ln=4000V=0.36上2根III级ф142×[4000+400-2×25+2×max（35d-200+25,15d）]=9.96下2根III级ф182×(4000+2×12d)=8.864箍I级ф6@200/（2）L=(200+450-25×4+4d)×2+10d=1.208N=(4000-50×2)/200+1=21L4(1)200×400Ln=2000V=0.16上2根III级ф122×[2000+400-2×25+2×max（35d-200+25,15d）]=5.68 下2根III级ф122×(2000+2×12d)=4.672箍I级ф6@200/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(2000-50×2)/200+1=11L5(1)200×350Ln=2400V=0.168上2根III级ф142×[2400+400-2×25+2×max（35d-200+25,15d）]=6.76下2根III级ф142×(2400+2×12d)=5.472箍I级ф6@150/（2）L=(200+350-25×4+4d)×2+10d=1.008N=(2400-50×2)/150+1=17L21(1A)200×400Ln=4200V=0.336上2根III级ф122×[4200-2×25+max（35d-200+25,15d）+15d]=8.75下2根III级ф122×(4200-200-25+12d)=7.838中支3根III级ф12（800+2800）/3+200=1.4箍I级ф6@200/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(3000-200-50×2)/200+1+(800-500)/200+1=20L22(1)200×500Ln=6400V=0.64上2根III级ф142×[6400+400-2×25+2×max（35d-200+25,15d）]=14.76下3根III级ф203×(6400+2×12d)=20.64箍I级ф8@200/（2）L=(200+500-25×4+4d)×2+10d=1.344N=(6400-50×2)/200+1=33L6(1)200×400Ln=2380V=0.1904上2根III级ф122×[2380+400-2×25+2×max（35d-200+25,15d）]=6.44下2根III级ф122×(2380+2×12d)=5.336箍I级ф6@200/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(2380-50×2)/200+1=13L8（3）上2根III级ф2×[1450+1000+2350+700-2×25+max（35d-200+25,15d）+max（35d-150+25,15d）]=12.26 第一跨：150×580第二跨：200×300第三跨：200×400Ln=1500+1000+2350V=0.378514下2根III级ф142×(1450+1000+2350+3×2×12d)=11.616右边第二支6根III级ф143/3上排：（1000+2350）/3+200=1.317下排：3×[（1000+2350）/4+200]=3.1125箍I级ф8@200/（2）L1=(150+580-25×4+4d)×2+10d=1.404N1=(1450-50×2)/200+1=8L2=(200+300-25×4+4d)×2+10d=0.944N2=(1000-50×2)/200+1=6L3=(200+400-25×4+4d)×2+10d=1.144N3=(2350-50×2)/200+1=13L12(1)150×300Ln=1850V=0.08325上2根III级ф122×[1850+400-2×25+2×max（35d-200+25,15d）]=5.38下2根III级ф122×(1850+2×12d)=4.276箍I级ф8@150/（2）L=(150+300-25×4+4d)×2+10d=0.844N=(1850-50×2)/150+1=13L9(1)200×450Ln=4360V=0.3924上2根III级ф122×[4360+400-2×25+2×max（35d-200+25,15d）]=10.4下2根III级ф182×(4360+2×12d)=9.584箍I级ф8@200/（2）L=(200+450-25×4+4d)×2+10d=1.244N=(4360-50×2)/200+1=23LL3(1)200×500Ln=2450V=0.245上2根III级ф142×[2450+900-2×25+max（35d-500+25,15d）+max（35d-400+25,15d）]=7.44下2根III级ф142×(2450+2×12d)=5.572箍I级ф6@100/（2）L=(200+500-25×4+4d)×2+10d=1.308N=(2450-50×2)/100+1=25LL1(1)200×400上2根III级ф142×[1650+900-2×25+max（35d-500+25,15d）+max（35d-400+25,15d）]=5.84 Ln=1650V=0.132下2根III级ф142×(1650+2×12d)=3.972箍I级ф8@100/（2）L=(200+400-25×4+4d)×2+10d=1.144N=(1650-50×2)/100+1=17LL2(1)200×600Ln=2250V=0.27上2根III级ф202×[2250+800-2×25+2×max（35d-400+25,15d）]=7.3N4根III级ф224×(2250+2×35d)=12.36下2根III级ф142×(2250+2×12d)=5.556箍I级ф8@100/（2）L=(200+600-25×4+4d)×2+10d=1.544N=(2250-50×2)/100+1=232根L10(1)150×580Ln=3400V=0.2958×2=上2根III级ф122×[3400+400-2×25+2×max（35d-200+25,15d）]=8.4816.96下2根III级ф162×(3400+2×12d)=7.56815.136箍I级ф6@200/（2）L=(150+580-25×4+4d)×2+10d=1.368N=(3400-50×2)/200+1=1849.248L11(1)150×430Ln=2000V=0.129上2根III级ф122×[2000+350-2×25+max（35d-200+25,15d）+max（35d-150+25,15d）]=5.68下2根III级ф122×(2000+2×12d)=4.576箍I级ф6@200/（2）L=(150+430-25×4+4d)×2+10d=1.068N=(2000-50×2)/200+1=11L13(1)200×400Ln=2500V=0.2上2根III级ф122×[2500+400-2×25+2×max（35d-200+25,15d）]=6.68下2根III级ф122×(2500+2×12d)=5.576箍I级ф6@200/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(2500-50×2)/200+1=13 L14(1)200×400Ln=4000V=0.32上2根III级ф122×[4000+400-2×25+2×max（35d-200+25,15d）]=2.48下2根III级ф122×(4000+2×12d)=8.576箍I级ф6@200/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(4000-50×2)/200+1=212根L17(1)150×580Ln=3900V=0.3393×2=上2根III级ф122×[3900+400-2×25+2×max（35d-200+25,15d）]=9.4818.96下2根III级ф182×(3900+2×12d)=8.66417.328箍I级ф8@200/（2）L=(150+580-25×4+4d)×2+10d=1.404N=(3900-50×2)/200+1=2056.16L15(1)200×600Ln=2600V=0.312上2根III级ф142×[2600+400-2×25+2×max（35d-200+25,15d）]=7.16下2根III级ф142×(2600+2×12d)=5.872箍I级ф8@200/（2）L=(200+600-25×4+4d)×2+10d=1.544N=(2600-50×2)/200+1=14L16(1)150×430Ln=3400V=0.2193上2根III级ф142×[3400+400-2×25+2×max（35d-200+25,15d）]=8.76下2根III级ф182×(3400+2×12d)=7.664箍I级ф8@200/（2）L=(150+430-25×4+4d)×2+10d=1.104N=(3400-50×2)/200+1=18L20(1)200×500Ln=2800V=0.28上2根III级ф122×[2800+400-2×25+2×max（35d-200+25,15d）]=7.28下2根III级ф162×(2800+2×12d)=6.368箍I级фL=(200+500-25×4+4d)×2+10d=1.308N=(2800-50×2)/200+1=15 6@200/（2）L18(1)200×400Ln=2600V=0.208上2根III级ф122×[2600+400-2×25+2×max（35d-200+25,15d）]=6.88下2根III级ф122×(2600+2×12d)=5.776箍I级ф6@200/（2）L=(200+400-25×4+4d)×2+10d=1.108N=(2600-50×2)/200+1=14钢筋型号下料长度(m)钢筋型号下料长度(m)I级ф6635.944III级ф16399.928I级ф81575.878III级ф1879.814III级ф12290.18III级ф20147.833III级ф14473.5875III级ф2269.936剪力墙：剪力墙身：无论墙身转角为直角、丁直角、十字角甚至斜交角，墙身水平钢筋的长度计算只区分墙端为端柱还是暗柱，总的来说就是墙身端为暗柱时，水平钢筋算墙长；墙端为端柱时，水平钢筋算净长+锚固。①水平分布筋(墙端为暗柱时)：长度：外侧筋连续通过：外侧筋＝墙长-2×保护层；内侧筋＝墙长-2×保护层+弯折外侧筋不连续通过：外侧筋＝墙长-2×保护层+0.65×2Lae内侧筋＝墙长-2×保护层+弯折根数：层高-2×50/间距+1（暗梁、连梁墙身水平筋照设）水平分布筋(（墙端为端柱）：长度：外侧筋连续通过：外侧筋＝墙长-2×保护层；内侧筋＝墙净长+锚固长度（弯锚、直锚）外侧钢筋不连续通过：外侧钢筋：墙长-2×保护层+0.65×2Lae内侧钢筋：墙净长+锚固长度（弯锚、直锚）根数＝层高-2×50/间距+1（暗梁、连梁内水平筋照设） ②竖向分布筋：长度=层高根数＝墙净长-2×50/间距+1（墙身竖向钢筋从暗柱、端柱边50mm开始布置）③拉筋：长度＝墙厚根数＝墙净面积/拉筋的布置面积（注：墙净积是指要扣除暗（端）柱、暗（连）梁；拉筋的面筋面积是指其水平方向间距×竖向间距。）1-12--->1-C、1-13、1-14、1-16--->1-C、1-16--->1-G、1-17、1-22--->1-F:①I级ф8@200:l=（1.65-2×0.015+0.5-2×0.015+10d×2）+（1.65-2×0.015+10d+15d+0.5-2×0.015+15d+10d）=4.74；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.65-0.9-2×0.05)/0.2+1]=10③I级ф6@600:l=0.2；n=[0.2×(1.65-0.9)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=121-12--->1-F:①I级ф8@200:l=2×（2.4-2×0.015+15d+10d）=5.14；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(2.4-0.9-2×0.05)/0.2+1]=16③I级ф6@600:l=0.2；n=[0.2×(2.4-0.9)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=181-18--->1-B:①I级ф8@200:l=（10d+0.5-2×0.015+3.1-2×0.015+15d）+(10d+0.5-2×0.015+15d)+(15d+3.1-2×0.015+1.5-2×0.015+15d)+（1.5-2×0.015+15d+0.8-2×0.015+10d）+(0.8-2×0.015+15d+10d)=12.63；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=[(3.1-1-2×0.05)/0.2+1]+[(1.5-1-2×0.05)/0.2+1]=28③I级ф6@600:l=0.2；n=[0.2×(3.1+1.5-2)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=301-20--->1-D:①I级ф8@200:l=（10d+1.2-2×0.015+0.8-2×0.015+15d）+(10d+1.2-2×0.015+15d)+(15d+0.8-2×0.015+1.3-2×0.015+10d)+（1.3-2×0.015+15d+10d）+(0.8-2×0.015+15d+10d)=7.22；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.2-0.9+1.3-0.9-0.2)/0.2+2]=10③I级ф6@600:l=0.2；n=[0.2×(1.2+1.3-1.8)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=121-18--->1-E、1-22--->1-B①I级ф8@200:l=2×（2×10d+2.15-2×0.015）=4.56；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(2.15-0.8-2×0.05)/0.2+1]=16③I级ф6@600:l=0.2；n=[0.2×(2.15-0.8)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=18 1-18--->1-J:①I级ф8@200:l=2×（2×10d+1.65-2×0.015）+2×(0.6-2×0.015+10d+15d)=5.1n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.65-0.4-0.75-2×0.05)/0.2+1]=6③I级ф6@600:l=0.2n=[0.2×(1.65-0.4-0.75)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=61-20--->1-A:①I级ф8@200:l=2×（2×10d+0.8-2×0.015+2.2-2×0.015）+(0.8-2×0.015+10d+15d)+(2.2-2×0.015+10d+15d)=6.44；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(2.2-0.9-2×0.05)/0.2+1]=14③I级ф6@600:l=0.2n=[0.2×(2.2-0.9)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=182-2:①I级ф8@200:l=2×（2×10d+2.15-2×0.015）=4.56；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(2.15-0.8-2×0.05)/0.2+1]=16③I级ф6@600:l=0.2；n=[0.2×(2.15-0.8)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=182-1:①I级ф8@200:l=2×10d+2.9-2×0.015+0.5-2×0.015+1-2×0.015+0.5-2×0.015+10d+15d+2.9-2×0.015+2×15d+1-2×0.015+10d+15d=9.42n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(2.7-0.8-2×0.05)/0.2+1]=20③I级ф6@600:l=0.2n=[0.2×(2.7-0.8)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=242-3、2-8--->2-A、2-6--->2-A:①I级ф8@200:l=2×10d+1.65-2×0.015+0.5-2×0.015+0.5-2×0.015+10d+15d+1.65-2×0.015+15d+10d=4.74；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.65-0.9-2×0.05)/0.2+1]=10③I级ф6@600:l=0.2；n=[0.2×(1.65-0.9)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=122-7:①I级ф8@200:l=2×10d+2.4-2×0.015+0.5-2×0.015+2.4-2×0.015+10d+15d+0.5-2×0.015+10d+15d=6.24；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(2.4-0.9-2×0.05)/0.2+1]=16③I级ф6@600:l=0.2；n=[0.2×(2.4-0.9)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=182-4: ①I级ф8@200:l=2×10d+1.9-2×0.015+0.5-2×0.015+1.9-2×0.015+10d+15d+0.5-2×0.015+10d+15d=5.24；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.9-0.9-2×0.05)/0.2+1]=12③I级ф6@600:l=0.2；n=[0.2×(1.9-0.9)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=122-8--->2-E:①I级ф8@200:l=2×10d+1.65-2×0.015+0.5-2×0.015+1.65-2×0.015+10d+15d+0.5-2×0.015+10d+15d=4.54；n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.65-1.2-2×0.05)/0.2+1]=6③I级ф6@600:l=0.2n=[0.2×(1.65-1.2)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=62-11:①I级ф8@200:l=2×10d+2.3-2×0.015+2.4-2×0.015+6.5-2×0.015+2.3-2×0.015+10d+15d+2.4-2×0.015+2×15d+6.5-2×0.015+10d+15d=11.32n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(2.3-0.9-2.4-1-4×0.05)/0.2+1]=32③I级ф6@600:l=0.2n=[0.2×(2.3-0.9-2.4-1)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=362-10:①I级ф8@200:l=0.425+1.2+0.477-2×0.015+3×10d+0.4+0.17/cos15+10d+15d+0.386+0.17/cos15+3×15d+1.1=5.11n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.2-0.453-4×0.05)/0.2+1]=10③I级ф6@600:l=0.2n=[0.2×(1.2-0.453)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=122-10:①I级ф8@200:l=0.425+1.2+0.477-2×0.015+3×10d+0.4+0.17/cos15+10d+15d+0.386+0.17/cos15+3×15d+1.1=5.11n=(2.87-2×0.05)/0.2+1=15②I级ф8@200:l=2.87；n=2×[(1.2-0.453-4×0.05)/0.2+1]=10③I级ф6@600:l=0.2；n=[0.2×(1.2-0.453)/(3×0.2×0.2)]×[(2.87-2×0.05)/0.6+1]=12剪力墙柱：①纵筋②箍筋③拉筋柱尺寸及根数钢筋型号算式合计GJZ122个200×①8根III级ф14L=8×2870=22.96 500+200×500②I级фl=2×[(200+500-15×4+4d)×2+10d]=2.8488@150n=(2870-50×2)/150+1=20GJZ24个200×500+200×800①10根III级ф14L=10×2870=28.7②I级ф8@150l=[(200+500-15×4+4d)×2+10d]+[(200+800-15×4+4d)×2+10d]=3.448n=(2870-50×2)/150+1=20③I级ф6@600l=0.2n=(2870-50×2)/600+1=6GJZ32个200×500+200×800+200×500①14根III级ф14L=14×2870=40.18②I级ф8@150l=[(200+500-15×4+4d)×2+10d]+[(200+800-15×4+4d)×2+10d]+[(200+500-15×4+4d)×2+10d]=4.872n=(2870-50×2)/150+1=20③I级ф6@600l=0.2n=(2870-50×2)/600+1=6GJZ42个200×600+200×750①12根III级ф14L=12×2870=34.44②I级ф8@150l=[(200+600-15×4+4d)×2+10d]+[(200+750-15×4+4d)×2+10d]=3.548n=(2870-50×2)/150+1=20③I级ф6@600l=0.2n=(2870-50×2)/600+1=6GJZ1a10个200×500+200×500①12根III级ф14L=12×2870=34.44②I级ф8@150l=2×[(200+500-15×4+4d)×2+10d]=2.848n=(2870-50×2)/150+1=20GJZ5(异性)2个①12根III级ф14L=12×2870=34.44②I级ф8@150l=(200+450-15×3+4d)+(300+170/cos15-15+2d)+(170/cos15+2d)+10d+(323+170/cos15-15+2d)+(200-2×15+2d)+(477-2×15+2d)+(170/cos15+2d)+10d=2.807n=(2870-50×2)/150+1=20③I级ф6@600l=0.2×2=0.4n=(2870-50×2)/600+1=6GJZ62个200×300+200×650①10根III级ф14L=10×2870=28.7②I级ф8@150l=[(200+300-15×4+4d)×2+10d]+[(200+650-15×4+4d)×2+10d]=2.748n=(2870-50×2)/150+1=20③I级фl=0.2 6@600n=(2870-50×2)/600+1=6GJZ72个200×1000+200×500①13根III级ф16L=13×2870=37.31②I级ф8@150l=[(200+1000-15×4+4d)×2+10d]+[(200+500-15×4+4d)×2+10d]=3.848n=(2870-50×2)/150+1=20③I级ф6@600l=0.2×3=0.6n=(2870-50×2)/600+1=6GAZ12×(21+4)个200×400①6根III级ф14L=16×2870=37.31②I级ф8@150l=(200+400-15×4+4d)×2+10d=1.284n=(2870-50×2)/150+1=20③I级ф6@600l=0.2×3=0.6n=(2870-50×2)/600+1=6AZ12个200×300①4根III级ф14L=4×2870=11.48②I级ф8@150l=(200+300-15×4+4d)×2+10d=1.024n=(2870-50×2)/150+1=20GAZ1a2个200×400①6根III级ф16L=6×2870=17.22②I级ф8@150l=(200+400-15×4+4d)×2+10d=1.284n=(2870-50×2)/150+1=20③I级ф6@600l=0.2×3=0.2n=(2870-50×2)/600+1=6剪力墙梁：LL1200×400①I级ф8@200l=1650×2=3.3n=(400-25×2)/200+1=3LL2200×600①III级ф12@200l=2250×2=4.5n=(600-25×2)/200+1-2=2LL3200×500①I级ф8@200l=2450×2=4.9n=(500-25×2)/200+1=4钢筋型号下料长度(m)I级ф6235.2I级ф810256.52III级ф1218III级ф142123.8III级ф16109.06 钢筋汇总表：钢筋型号下料长度(m)钢筋重度(kg/m)钢筋重量（t）楼梯板柱梁墙ΣI级ф685.7360157.712635.944×2=1271.888235.21750.5360.2220.389I级ф800413.0561575.878×2=3151.6410256.5213821.2160.3955.459III级ф6107.524548.96×2=9097.920009205.440.2222.044III级ф8126.33322145.4216×2=4290.84320004417.17640.3951.745III级ф1004.673×2=9.3460009.3460.6170.006III级ф1259.72417.0061×2=34.0122144.6290.18×2=580.3618836.69620.8880.743III级ф1454.66080.36473.5875×2=947.1752123.83205.9951.213.879III级ф160057.4399.928×2=799.856109.06966.3161.581.527III级ф180045.9279.814×2=159.6280205.54820.411III级ф200068.88147.833×2=295.6660364.5462.470.900III级ф2200069.936×2=139.8720139.8722.980.417'